HomeMy WebLinkAbout00-9736
BUILDING PERMIT
5'i1. ~
BUILDING
~b. 2~
ELECTRICAL
CITY OF ZEPHYRHILLS
(813) 788-6611
b~.~
Permit
09736'
Date 9/~ I tJ()
I
PLUMBING
3~~O
MECHANICAL
~
Sewer Conn_l 21 ~. --
?r......~
Water Conn: -2 ~I..!._
Water Meter: (iD. @
T.I.F,'s: I V to.!!1
Property Owner: _Da v: d IA c..fc e t I
Job Address: "'{':; O~O Iat!:: A,,~.
Parcell.D. # 12 - J'- -2(... oOC(o- &x>Oo ..
co'fo
20. 33...
Zoning:
(,C
C$JJ Fr(,~eter Ilf? 0 I
NO OCCUPANCY BEFORE C.O.
FP
ttpo
Complete Plans, Specifications and Fee Must Accompany Application. C.O. -
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
S'
fl'2.s t 9,4SS cite.
~r\~ ~
ELECTRICAL '}'O
Permit Fee 4.f 0 ~ J , ~
. Signature ;;(:,~ /.I. J??ckL/
Company
Address
. TeleR,hone# 7J'J- 'J..l /i<'-
Valuation or
Contract Price
{,.:o I 91l(. j9.
City License Registration #
State Certified License#
I ~w;J ~. jl;rc:~l(
BUILDING 21 (
~~ : ( (.,^l: \(: (A~ r
PLUMBING 19020
11;" ~ey C~~(
MECHANICAL J3 L
Tp. Servo SLB /0...- / ~ - 00 J-e
Rough In Tub Set
Meter Can Water I. sJ. / :s)~~
Const. Pole ,V1o.-r.J.....oZ!) sere Sewer / U - I '
Pool Final
Pre-Meter I In/o r SI2
Final
Ftr.
Pre SLB J,I) 0' /g-o~ J It-
Lintel V J 0_30 CJ S' ~
FRM.
Insul. CL
WL rz.-J ~-aO S~
Breakers
Ducts Insl.
Compressor
Final
Driveway /- 2 ~I S'~
~ 1/~Z/~~tJ 6IS
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.001 shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
C. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
P.02
99664:57
DEC-14-00 04:08 PM 41TRUSS
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DEe 132800
'Il
APPLICATION FOR PElUaT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
DATE RECEIVED 0 /1'7/00,
PLANS REVIEW ~
OWNER'S NAME VA V;' d 1-/, h1 Ck I / PHONE 7r J.. - 5'3 I~
JOB ADDRESS ~705f) /0 t41lt/e 2e/,( '11-),,'//; /' fl. 3 JI'y /
LEGAL DESCRIPTION: LOT(S)
PARCEL ID # /.J- - l. ~ ,) I - (.)(l9C'
WORK PROPSED: ~EW CONSTRUCTION
BLOCK
SUBDIVISION
c'1 C:' ( 7 f-~ c! ,1 (' Y c'
(OBTAIN FROM PROPERTY TAX NOTICE)
o ADDITION
DALTERATION
o REPAIR
o INSTALL
o SIGN
PROPOSED USE: ~GL FAMILY DWELLING
o COMMERCIAL
o MOVE
o DEMOLISH
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK
BUILDING SIZE
(/) it"' )( 'i}
SQUARE FOOTAGE
~~----~
& (1) SET ENERGY FORMS. ,,?li
FORMS. - ) ~ /) ff)A~
, Oti/.UI U',V....
rfJ ?rCr-13vPP? ,t}
()Y {t~ r1. ....:J-1
/P-jS}4Q,t1 1/d
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
o BUILDING
$
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES 0 NO
.'
COMPANY ~~,..:., 1'9 /Yl(.B~( (
STATE CERT OR REGIST # < Il Ot) i.J.. ) .l.r
CITY PROCESSING # ~I/
BUILDER
" . ,
SIGNATURE ~~
f
** * * **** * * ** ** * * * * ***** *H~:1'r;Uo*Q).!;t.55 SLI!<:? .
COMPANY A~IB(t E~~t ~ j
STATE CERT OR REGIST # - II ~ h..
. CITY PR~9SSING # ~.J'tb t/O/Z.
/-rtLJ -
********************************************~*********************
SIGNATURE
PLUMBER
SIGNATURE<;:)~~ f_l,"-J~
COMPANy-i) K. AlP" ~ L c (.u / I { (. A-----^ c)
STATE CERT OR REGI ST # ,
CITY PROCESSING # ---L Cf 2 D
COMPANY
STATE CER OR REGIST
CITY PROCESSING #
* * * * * * * * * * *,* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
MECHANlCAL.----- ~'
SIGNATURE ,/ /~..J ~
C .,._-,..: ,
..-/# '\ '
**~A*************************************************************
Ic.rf2
(
OTHER
'------~~
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to ~deed restrictio~sH whi~h
'may ~e more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor SectionsH of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of ~Florida's Construction
lien Law - Homeowner's Protection GuideH prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~ownerH, I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the ~ownerH prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone ~AH or ~A,etc.H, it is
understood that a drainage plan addressing a ~compensating volumeH will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENTH.
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
acknowledged
19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregbing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
of identification)
take an oath.
Dwho has produced
(type of identification)
and who Ddid DUd not take an oath
Dwho has produced
(type
and whoD did Ddid not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
$; - cJY-- D (;)
J L <3- v.J; .s /l7 </fiii /1/1 i., f {o/--lj <<- Ll,A v /d' / /, A 9';' //
r<, f/f,v to/- !I&U~'" ,q;-;';r 0# /011 At-<>-.
L /7 /~C/OJ
11111I1111111111111I111111111I111111111I1111111111111111101
2000103412
State of j-16rld A
NOTICE OF COMMENCEMENT
County of fA J C 0
THB UNDERSIGNED hereby gives notice that improvement will be made to c3rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement:
1. Description of Property: Parcel No. /;:}...,)..6 J-.f ()o90 00000 ooc.;CJ
(Legal description of the property and
General Description of Improvement. ;tJ~ ~
street address
f-/ () L{ / IC,
Rcpt: 435017
OS: 0.00
08/17/00
if available)
2.
Rec: 6.00
IT: 0.00
Dpty Clerk
3.
Ol.'lner Information: Name ()~ iff'd /1/ Jnc../le //
Address lCl/$" lei 0h-<Ed-E, City /1J/P1c fro
State ;:-~// ~~
Interest in Property:
6) tv IV --e J--
Name of Fee Simple Titleholder:
(If other than owner)
(fA /')>." e.
~i91~~~~I'IA~J~S;O fOUNT:, C'iERK
OR BK 4425 PG 870
Address
City,
State
4. Contractor: Name Let......./,'$ 13~ /11 eIrE-I /
Address j..FJo:? /J 4/-2:- .4 t ~e City Z <9-jtJ;( '7/-I,~ /1..; , State FIA 3.3..ry /
, I I /
5. Surety: Name I L/ -lei H?, It
Address City VA /IA.J State IY
Amount of Bond: $ ..J; ({.70
,
6.
Lender: Name
OI0/~'~V
City
State
Address
7. Persons within the State of Florida designated by Owner upon whom
notices or other documents may be served as provided by Section
713.13(1)(a)(7), Florida Statutes:
Name IJA'l.;d /1. In c"tG-/ /
Address ,; ()!'ff Ie! Sft'e~7- ~ City f7/J~/I'p e fI () State F/ ,IffY/
'\
8. In addition to himself,,?wner designates Let--'; J 8, fJ,Jt./~~ //
of _))) {J Y,4( '"f', LP -)L ,jJrlto receive a copy of the
Lienor's Not~ce as prov~d ~ 7 3.13(1)(b), Florida Statutes.
9. Exp~ratlon date or Notice ot Commencement (the expiration date is 1 year
fr~m the date of recording unless a different date is specified.)
Signature of owner.g '--/'fi;/ m '/~
Sworn to and subscribed" before me this /o/A day of
t:9~OI?
~ ~
~
~
a:
w
....J
My Commission Expires:
..~..,~';A~:'J.~;.....
:.,: ~*:
~~0;'9f.,i~~~1
t- u..:::) :r:
<t 2: IJ) ~-
~o~~t:~
0(.)>->-:>,"-,
-(/) l:!::o...= U}
0: ~ t: 0 '-' ..J
o a.. w ~ 2i~
u.. u.. 0 w W --
u.. 0 I- a: cc: ::::
U>g5<.J
UJ'ZIo:::>z
I- I- Z "- <l:
<(::> <l:u... 0
1-0 ~02
Cf) () g: g5 b
Notary Public:
/<!ffwzUu ~ )n. ,6/lU</& -'
SECTION 12, TOWNSHIP 26 S., RANGE 21.E.
PASCO COUNTY, FLORIDA
K
~ LEGAL DESCRIPTION
.' .Lot 4 of HEATH~WOOD, oeing a replat of a
portion of Tract '29 and the North 1/2 of
Lot 99, ZEPHYRHILL$ COLONY COMPANY LANDS, ~
lcommonly called YINGLINGS ADDITION TO
ZEPHYRHILLS), as recorded in Plat Book 2,
Page 16, Public Records of Pasco County,
Florida, in Section 12, Township 26
South, Range 21 East, said HEATHERWOOD
being recorded in Plat Book 24, Page 117,
Public Records of Pasco County, Florida.
SUBJECT TO easements of record.
()/t t/ i d II /rl c f:e-l /
~
~
~. ~~-
S
SCALE: 1" = ~.
~ I
O' 30' 60'
(; '3.tF
I
~
wpd
~ ft GK I
I
f'..
It) --A~
I b 3.1 F
---
-----
~
I -
~
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- \Ol~ (.)....
~
"-
..
Department of Communltv Affair. - FLORIDA ENERGY EFFICIENCY CODE FOR BUIL.DING CONSTRUCTION
. FORM 6ooA-93 R..ldentlal Component Prescriptive Method A. CENTRAL 4 ~ 6
OWNeR:
BUILDER: ~ 6
PERMITTING, . '7. .. LIMA TE Ii7r 0 [-I
OFFICE: (_~_..?~ ONI;: .. ~ 5 8 -1
"li"NITNO.C~ JURISOlCnOHHO~ ~
PI.ulI Print CK
PROJECT NAME:
AND ADDRESS:
1. New coo$tructlo" or addltfon
2. Sinai. hlmlly detach9Cl or M\Jltltamlly attached
3. If Multlfamlly-No. of "nlta covered by this 8ubmlsslon
4. If MUltifamily, I, this II worst ca.e (yes I no)
~. Condltlon~ floor area (sq, ft.)
6. Predominant e.ve overhang (ft.)
7. Porch ov.rhan(jllength (ft.)
8. GI... a,..a and type:
a. Clear glass
b. Tint, film or solar screan
9. Floor type and In$ulatlon:
a. Slab on grad, (R-value + perimeter)
b. Wood, raised (A-value... sq. ft.)
c. Concrete, raised (A-va!ue)
10. Net Wall type are. andjrisLllatlon:
.. Exterior: 1,/ Concrete (Insulation A.value)
.2. Wood frame (Insulation R-value)
3- Steel (Insvlation A-value)
4. Log (Insulation A-value)
b. Adjacent: 1. Concrete (Insulation R-value)
2, Wood frame (Insulation R-value)
3, Steel (Insulation R-VaIUe)
4. Log (Insulation R-vallle)
11. Ceiling type .rea and InSulation:
a. Under attic (Insulation R-value)
b. Single assembly (Insulation A-value)
12. Air distribution system a
a. Duets (Insul$tion ,+0 location)
b. Air Handler( Iniulation + Location)
13. Cooling .y.tem
(Types: central-lpIit, central.single pkg., room unit, PTAC" none)
14. H..ting .ystem:
(Types; helt pump, elee. strip, nat. gas, I.,P. gas. room or PTAC, non.)
15. Hot water .ystem:
(TYP8$; elee, , 1\.1I1,lral gas, SOl8r, L.P. ga~, none)
16_ Hot W.ter Credits:
a. Heat Aecovery (HR)
b. Dedicated Heat Pump(DHP)
17. Infiltration practice: 1 (J)or 3
18. HVAC Credit. (Type in Letter designation: CF-cellino Fan, ev-cross lIent,
HF.Whole house lan, AS-Allie radiant barner, M,.Multizo(lel
19. EPI (must not exceed 100 pOints)
a. Total As-Built points Ef1::::- ~7ALA~ I~~.~j{-TX lOb
b, Total Base poin~s yc,TAf- /3A'Sl:
1.
2.
3.
4.
5.
6.
7.
Sa.
8b.
IE
2 -L..--
~1;/~'~
Single ~ Double Pane
~___6q, ft. SQ. ft. __
_.___._sq ft. sq. It.
Sa, R:;
9b. R=
ie. R=
s-- / ~ i I. ft.
...-.-, --.-.----
, __sq.lt.
_. _~sq. ft.
10a.1
10.-2
1 0.-3
, 0.-4
R= II
R:
R=
R=
/1-/2- sq. ft.
__sq. ft.
__sq, It,
__sq. ft.
10b.1
10b-2
10b-3
10b-4
R:
R:
R=
R=
~____sq. It,
___sq, ft.
__sq. ft,
___SQ. ft.
.L~Sq. ft.
___SQ. ft,
l1a R::; 30_
"b, R=
12a.
12b.
R= ~ . !A...~ (l'OOd.!\lnoQnd,)
R= _._. _~ (COIl<l.lll/lCWId,)
r
Type:_3 r~l'l
SEER/EER/COP: I D. {;)
Type: JL~r /'fJ..IVlf
HSPF/COP/AFUE:
Typ.: . c..1 J::c.:J7( ~ C-
EF: 0" CJ 0 ~_
13.
14.
15.
16a,
168.
17.
18.
Z-
_cr
74, Cj1-
J..
;UMMER OALCULATIONS
CU....TE WI/iS , a "
~
<:I
N
NE
E
SE
S
SW
w
NW
)1'
/I _, c:.
,/
I"'K'
- .
-'L'f
'-----,.
CONO I TOTAL
FLOO~ + auss
RU
I---~
-~~--
--
-- ---
- i
I --
r
--
--
--
__ _n__
i----
---
INFIlTAAT10N
---
---
e--
,15
COMPONeNT
DESCRIPTION
EXTERIOR
~ ADJACENT
.
1.0
.7
-
[[I ~~~~-FlL--1 :,l/g
,
~
Z
~
a;
(.)
,<I
,6
6
lASt Clll,l~ "l'IiA iOv"~$ flOOR "AE.II DIREC1~ ~ UNDER CEiliNG, "3.8VIl T CEIl.II'lG APoiA EQVAL.$;'CT~OSQUAA[ fOOTAGE:
..
I~
I
L
-Jl,8
.3-43
I /57(0 I
I
I
I
I
L
TOTAL COMPONENT aA~E SU....ER POINTS ~12;.~
...---- _:r
COOUHG r BASE COOl,IIIj(.l T Tor AL 6ASE-' BASE
SYSTEM : SYSTEM ~ SUMMER . COOLING
...Ml.&I!t'LIEA PINT I PIT
,37
Ai-aUIL T
HOT
WATER
SYSTEM
'H '" HORIZONTAL GUSS (SKYUGH~)
'FOA GLASS WITH KNOWN SHADI~G COEFFICIENT, seE SECTIQNi70~NDIX c, nmrlUL TI~L1ERS ~AY'"BEI
USED FOR GUSS WITH SOLAR SCRftN~. FILM, OR TINT. .---..J
-l.
SlJMMI:;R POINT MULTIPLIERS (SPM)
CLIMATE ZONES 4 5 6
6A-l SUMMER OVERHANG FACTORS ISO F\ FOR SINGLE AND DOUBLE PANE GLASS.
~r OH RATIO .00-.11 .12-.17 .18-,26 ,27-,35 ,36- .46 .47-.57 .58- .70 .71-.83 ,84-1.18 1.19- 1.72 L73-2.73 2.74+
N LOO .94 .91 . .87 .83 .79 .75 .72 .69 .62 ,56 . .50
NElNW 1.00 .94 ,91 .85 .79 .72 ,68 .63 .58 .50 .40 .36
I-a: EfIN 1.00 .95 .92 . .85 .78 .70 ,64 .58 .52 .42 .33 ..26
~O
~I SElSW 1.00 ,93 .90 .81 .72 .62 .55 .49 .42 ,33 .27 ,22
S / 1.00 ,91 .87 / ,77 .67 .57 .50 .45 .39 .32 .28 .25
~ mol I J:Nr,TJ.-l' _/ 011 1 II 1'/' It'/ ?II. 111 1'/'1I &'/.11 "'hll ,R'/'II- !:l'/' It lAII ?nil..
'T 0 select bv Overhann Lennlh, no Dart of nlass shall be more lIlan 811. below Ihe ovemann,
6A-2 WALL SUMMER POINT MULTIPLIERS ISPM\
.? CONCRETE BLOCK' FACE BRICK
FRAM; LOG
INT. INSULATION EXT. INSUL R-V ALUE WOOD FR
WOOD STEEL NORMAL WT. NOR. WT. 0-6,9 2.9 ,. 61NCH
R-VALUE EXT ADJ EXT ADJ R.VALUE EXT ADJ EXT 7-10.9 ,6 :' : R-V ALUE EXT
0-6.9 6.4 2.2 8.9 2.9 0-2,9 2,5 ,9 2.5 11-18.9 .4 0-2.9 1.7
7-10.9 2.3 .8 4,1 L3 3-4.9 1.4 .7 .7 19-25,9 ,2 , 3-6_9 1.1
,11-12,9 . L9 .7 3.0 1.0 5-6.9 1.0 .6 .3 26& Uo .1 7& Un .8
13-18.9 /1.7 . ,6 2.8 0,9 7-10.9 .8 .4 ,1 R-VALUE BLOCK 8 INCH
..19-25,9 1.0 ,3 2.4 0.8 11-18.9 .4 ,3 0 0-2,9 1.0 . , R-VALUE EXT
26& Un .6 .2 1.3 0,4 19-25.9 .2 ,2 3-6,9 .6 0-2.9 1.0
-' 26 & Un .1 ,1 7-9.9 .4 3-6.9 .8
ln~il~ ? 7 ~ Iln f
6A-4 CEILING SUMMER POINT MULTIPLIERS (SPM\
UNDER A TrlC SINGLE ASSEMBLY CONCRETE DECK ROOF
R-V ALUE SPM R-VALUE I SPM r CEILING TYPE
. 19-21.9 1.1 10-10,9 I 3.0 R-VALUE I DROPPED EXPOSED
22-25,9 ,9 11-12,9 2,7 10-13,9 I 3.0 3.3
26-29,9 ~7 / 13-18,9 2.4 14-20.9 I 2,0 2.1
730-37,9 ,6 .,. 19-25,9 1,8 21 & Uo T 1.4 1.3
38 & Un .4 26-29,9 1.1 I
~O !1.IJn OQ
6A.5 FLOOR SUMMER POINT MULTIPLIERS (SPM)
SLAB..{lN-GRADE I RAISED RAISED WOOD2
, EDGE INSULATION CONCRETE POST OR PIER STEM WALL wi UNDER AOJ~CENT
CONSTRUCTION FLOOR INSULATION
R-VALUE SPM R-V ALUE SPM R-VALUE SPM SPM 1 SPM
0-2,9 I .3L9 0-2,9 -1,0 0-6.9 0,9 -5,8 5.3
3-4.9 -31.8 3-4,9 -1.7 7-10,9 -1.1 -2,6 2,1
. 5-6,9 .31.7 t7 5-6.9 -1.7 11-18,9 -1,0 -2.2 1.8
7!1. Iln ~'1 E; 1 7!1. Iln -17 . I lQ Jl. IIn I -0.9 -I R 1 n
6A-3 DOOR SUMMER POINT MULTIPLIERS SPM)
DOOR TYPE EXTERIOR ADJACENT
WOOD
7.2
2.4
INSULATED
4,8
1.6
6A-6 INFILTRATION SUMMER POINT MULTIPLIERS (SPM)
INFILTRATION PRACTICE I SPM
SEE TABLE 6A-21
PRACTICE #1
PRACTICE #2
PR T
6A.7 DUCT MULTIPLIERS (OM)
I RETURN DUCTS i RETURN DUCTS
R-VALUE IN UNCONDITIONED SPACE! IN CONDITIONED SPACE
4,2-5,9 1.14 ! 1,10
SUPPLY DUCTS IN 6,0-6.6 1.10 i 1.07
UNCONDITIONED SPACE -
6.7 & Up 1.09 i 1.06
SUPPL Y DUCTS IN I 4.2.5,9 1.10 I 1.00
CONDITIONf:D SPACE' 6.0-6.6 I 1.07 I 1.00
E;'7~tJn lOR I 1 nn
6A-a COOLING SYSTEM MULTIPLIERS (CSMl
SYSTEM TYPE I COOLING SYSTEM MULTIPLIERS ICSMl
Central Units (SEER) RaunQ I I 7.5-7.9 I 80-8.4 T 8.5-8.8 8,9-9.4 9,5-9.9 to,O-10.4 110,5-10,9 111.0-11.4 111.5-11,9112,0-12.4
CSM I 45 I .43 I ,38 I , , .30 !
.40 ,36 ,34 , ,32 31 ,28
PTAC &. Room Units lEER) RatlnQ 12,5-12,9 130.13 ~ I 135-13.9 i 14.0-144 14.5-14.9 15.0-15.4 15.5.159' 16.0-16.4 i 16,5-16,9 , 17.0-17.4 : 175& Uo
CSM I .27 2E I .25 ,24 ,24 .23 ,22 1 ,21 I 21 ! ,20 I .19
MINIMUMS CENTRAL UNITS-,AIR COOLE~ S?V S YSTE'A \00 SEER SII'JGLE ~t(G 97 SEER. GROUND WATER HEAT PUMP "\ 0 EER FTAC-SEE -;- ABLE 6-2
6A-9 HOT WATER MULTIPLIERS IHWM)
SYSTEM TYPE HOT WATER MULTIPLIERS IHWMl ./
Electnc ReSistance ~ EF 80-.81 82-.83 .84,85 ,86-.87 .88.90:" .91- 93 .94.,96 .97 & Uo
HWM 3879 3785 3695 3609 35277 3-111 3302 3200
Nalural Gas EF .43.47 48-49 50-51 52..53 .54- .55 .56-.57 .58',59 .60-,61 .62-63 ,64-65 .66 & Uo
HWM 2974 2664 2558 2459 2368 2284 2205 2132 2063 1998 1938
LP Gas HWM 3638 3259 3129 3009 2897 2794 2697 2607 2523 2444 2370
: FOR MULTIPLIERS FOR OTHER TYPES OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 21 OF APPENDIX C 2 MULTIPLIERS FOR OTHER TYPES OF i'lAISeD WOODASSEMBUES SEE
SECTION 3.\ OF APPENDIX C. J DuCTS IN CONDITIONED SPACE NEE> TO BE INSULATED ONLYTO THE R.VALUE NECESSARY TO PREVENT CONDENSATION
.1-
WINTER CALCULATIONS
GLASS
AREA
GLASS ! SINGLE-PANE OR DOUBLE-PANE 1 WINTER I AMUll T
WINTER.POINT MUL T. WINTER POINT MULT. II OVERHANG. GlASS
AREA Clf4R TlNl' CU!AR TINT' -ACTOR {IlA.IO
--
lIUM. ~ I::' - _ J
N I J---- 9,6 V 9.6 5,6 ___~.1 f 0.... I L I
-- .
NE .-. 7.4 7.3 3.5 4.2 J
E J(g.~ .22 II' - 2,0 . s,e ' 3,6 <. I - LJ
SE .103 V .9.7 .,13.4 .10.4 ( ,
s /15 .109 Y'! -10,2 -14,0 ,\fO ,iZ_ -, ;C; I
SW . -10,3- - 9.1 .IM .10.4
W "L~ .2,2 / .20 'HI .3,6 . ~ / -jD
-,
NW 7.4 7,3 5.5 (2
.2lS.O .27,0 . .21.5 i
Ht '32.1 -
I - j-
,.-
'- f---j
J .-
~-
"- --
-
~ -- --
I --
! I -, I J I
I Ifl
CUMATf ZONES 4 J 6
on
II)
:5
"
"
"
AS. BUll T
GLASS
SUB' TAL
-
....
....
;
Q;;
~
:: ~r"''7l, ~ ~~~'7 ~tl31J.' ~
. ~
HXTERIOFI
~ ADJACENT
~
z
::l
m
(,)
HEA nHG
SYSTEM
g
....
ll"OA GLASS WITH NOWN SHADING COEFFICIENT. SEE SECTION 1.1 OF APPENOI
IJSEO rOA GLASS WITH SOLAR SCREENS, FILM, OR TINT,
.....
WINTER .POINT MULTIPLIERS (WPM)
CUMATE ZONER 4 5 e
6....10 WINtER OVil'lHANG FACTORS !W9fl I ,36-.~47.,57 ~D~-:.r=!l.i1.18Tf:l~'1J2lT.7'3"2,73 I 2.74t__
r OHRATIO 1 ,OO-,11~7 I .18',26 1;:.27..35 - liNen.! "iiAHEOLi&8 .
,N 1-.-1~-+ l.D3 1.05" 1,08 110 113 115 116 1.gQ 1,24 1.29! 1.34
1m 1~ 1.3() 1.35 1.3~ l.I.iO t!ill , 1.87
: NEiNW [)l] I 1.07 1.1Q 1.15 -.ZO -,85 '1.05 -1,48 .2~J- --..:~ 01 .4:M I '~,0.4
I EJW 1.00 :,71 ,57" .19
:DI SEJSW ~_ T~~_ f--, ,90 -7 ,80 .68 ,54 ,39 .22 05 ,,3J -.7L-f.--.-:1QL
S .70 ,f>4 .~ .13 '.13 -.70 __ _:.98 I . LOll
;~ 100 ~ .92""" ,63
&..~_DQY!I.!:U.ANf GLASS
' I N 1.00 1.05 1.07 l.ll 1.14 _t.l~___1.21 1.24 1.28 1.34 1<10 1.<47
i NEiNW 1.00 11\ T 1.16 1.24 1.3e 1.41 1.48 \,(i(i 1.e3 1.00 1.94 2.011
..
i E/W "'TOO ,M i .82 .66 ,50 .31 15 '.03 -.2e -.66 -1.10 .1.50
i
SElSW 1,00 .~ T ,92 .65 ,76 __ 1--_.65 .54 ,4.L ,..._,28 -.01 ..30 .,52
L S f 1.00 .96 ! ,&,4 .87 ,76 ,65 ,51 .33 13 .,30 ..51 -,60
1-_, OH LENGTH' .,/ eft. 1 It, I l\{ft, II 3f' 3',i It, 4'hft 5Y1 II. Chit. 9':~ tt, 141L 2011..
'TO SELECT BY OIlfAtlANG LeNGTH, NO PART OF GLASS 61iALl BE MORE THAN 8 FT, BElOW ThE O'Ji:i11I1"NO.
M'll WALL WlHTeR POIHTMULTlPUERS WPM
FRAME
6A.12 OooR WINTER POINT fl1ULTlPLIERS
DOOR TYPE EXTERIOll ! AOJACENT
WOOD T.ll rr
INSVLA TeD ~,1 <1.0
WPM)
, ':;=.:,
.~~~
: :ir:-,
STEEL
EltT A
g,4 e.?
".4 3.:1
3.3 2.6
;,1.0 ,.4
..1.i.-
1.4 1,
R.VAlUE
10.13.9
14.20.~
21 tJ
ijA-l'ULOOfl WINTER POINT MUL nPLlf.RS IWPMl
:!;~ , " RAISED WOOD'
SLA6-0N-GAADf IIAISEe 'I::
:.'j' POST OR PlER Sn:M WALL w/ UNDER I
eDGE INSULA"ON ' , CONCRET'! 40JACENT
iEi! !--- "'::;, CONSTRUtJION FLOOR INSULA TlON
R'VALU~ WPM R.VALUE WPM '" R.V4Lue WPM WPIIl WPM
.- :;.;:i~ ~9 40 :;:~ NIA 5.3
0.2.9 2,5 0-6.9 7,9
-
3-4,9 .1.7 3.4.9 1,8 " ~_I'10.9 21 .7 2,1
~4 .,_ '. \t~ -
5.0.9 ',,'r, 5-6,9 ---1f- :1::1\, 11-189 1.5 .5 1.8
7&!I., .?-' -;9-&11;' -ii
. " il..ll~ .:l 1 n
6A.l$ '''FILTRATION WINTER
INFll TIUTION PAACnCi
~18EE TABLE 9Pl
PRACTice .1
PRACTICE 112
INT MULTIPLIERS (WPM)
WPM
$,f.- HI OVCT MUl TIPUEFlS OM
SUPPLY DUCTS IN
UHCONcnlONEOSPACE
RETlJ~N t1I)ClS
IN CONomONED SPA
1~9
1.07
1,06
1.00
1.00
6A-17 HEATlHO 8'(81 MUL TlPLI PIS HSM
SYSTE~lYp~_ ~_.._--------,___,.~IIN(I SYSTEM WULTIPLI€.!:tS (HSMl ---r.-------I-~-~--,
Ctnlral HlMt f-tiS.PF, '~~.' 7~ ' !.8<l'~.'8Q~ 6. 9:9-]39 7.4 7,. . '__.l:fP.839 '-t-~~. . U9.39 : 9.4-~89
p...- . ..... " I 50 1.40 .<6 .4J +0 ~.J8 . -"
.. -----1-;.. - _t.o:;t'~J'O"'~<!.!$ ~o~;: L~ "':~ '"';''-'''~.ii~.-,T4~''' -.._+ ~ .
PTH~ ,rZfS. J 2,~,69 l' v~i~_9~Jlc~~,Og I ~~]Fll 3.~.49 J-~.~;;.69_ I 3,7~-==i._~,~:19
f icStriQ ,1. __, .,.---------19....,.__ ______~
! Fuels t,_ _"_' ..._.J,O (Sae Tabl. GA.18 fqr..Q.~!imillrl ___,..__________ '__
MINIMUMS: Ct'IfTRAlltllTS-.AI'I SOVIIC~ SPLIT SYHEld U I1SPF, SIOOlE PlIO, 6,6 HSPF, WATeR SOURCE 3,6 COP, OAOUl>lll WI. rf[i 60VR{iE J.4 COP, PTtiP Z ~'~.7 COP.
r-..,,,,,,.,, ""'..... """ """'" &00< CON"""" S. '.., Of' '..E..... ,,"-."',"',,'" elHE",w" """''''' """'''''....... "~
L!:T~ 3,1 OF APl'ENOIX C. ~ DuelS IN CONDITIONED SP"CE NHC l'O BE' 'NSUlA TEll ONL,( TO THI' ,~.V"Ll)E NECESSAAY TO PI'lEV!;1iT .:ONDENSA nON.
06-
SUPPl Y DUCTS IN
ONOITlONED SPACe'
ADDITIONAL,. TABLES
6A-lS HEATlJIlG CREDIT MULTIPLIERS (HCM) HEATING CREDIT MUL TIPLlERSTHCMl
SYSTEM TYPE
Attic Radiant Barrier HeM .98
Multilane HCM .95
AFUE .68-,72 I ,73-.77 T ,78-,82 I .83-.87 .88-.92 I ,93 & Ua
Natural Gas HCM .61 I .56 I .53 I .50 .47 T .44
LP Gas HCM ,77 I ,]2 I ,67 I .63 I .60 I .57
CLIMATE ZONES 4 5 6
6A-19 COOLING CREDIT MULTIPLIERS CCM)
SYSTEM TYPE COOLING CREDIT MUL TIPLl5I'fS {CCMl
Geilina Fans ,86' V
.. .95'
Cross Ventilation 'Credit may be taken for only
Whole House Fan .95' one 01 lhese system types concurrently.
Multilone ,95
Attic Radiant Barrier .95
6A-21 INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST (SEE SECTION 606)
COMPONENTS . SECTION REQUIREMENTS FOR EACH PRACTICE I rHECK
PRACTICE 111 606,1 COMPL Y WITH ALL INFILTRATION PRESC'RIPTIVES.
Windows Maximum of 0.34 CFM per linear foot of operable sash crack (includes slidinc class doors). I
Exterior & Adiacent Doors Maximum of 0,5 CFM oer sa. ft, of door area: solid core. wood panel. insulated or c/ass doors onlv.!
Exterior Joints & Cracks T-p be caulked.casketed. weatherstripped or otherwise sealed. I
PRACTICE 112 606,1 COMPLY WITH #1 AND THE FOLLOWING: 1
Exterior Walls and Floors Top plate penetrations sealed. Infillration barrier installed. Sole olate/floor ioint caulked or sealed. I
Exterior Walls & Ceilinos Penetrations, ioints and cracks on interior surface caulked, sealed or casketed, I
Ductwork I Ductwork in unconditioned space must be sealed, I
Fireolaces 1 Eauipped with outside combustion air. doors. and flue dampers. I
Exhaust Fans , Eauioped with damoers. Combustion devices see 606.1,A.2 I '-
PRACTICE 113 606.1 COMPLY WITH PRACTICES #1 AND #2 AND THE FOLLOWING:
Ceilinos Infiltration barrier installed,
Interior Walls Top oenetrations sealed or ioints & cracks on interior walls caulked. sealed or aasketed.
Recessed Liohts I Sealed from conditioned & insulated from ventilated attic spaces. I
Ductwork I I ,All ductwork located in conditioned space, I
Comoustion Appliances I . Be in unconditioned space (except direct vent), draw air from unconditioned 'space, exhaust ;
by-products to outside, Combustion cooking appliances see section 606,l.A.3 ;
A HWM MUST BE USED IN CONJUNCTION WITH AU. HWCM. SEE TABLE 6A,9, EF MEANS ENERGY FACTOR.
Heat Recovery Unit
Dedicated Heat Pump
Solar
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS I SECTION I REQUIREMENTS I CHECK
Water Healers I 612,1 I Comply With efficiency requirements 10 Table 6-11, Switch or clearly marKed cirCUit breaker (elec:nc) i
or cutoff (oas) must be provided, Extemal or buill-in heat trap reouired,
SWimming Pools & Spas I 612,) Spas & heated pOOls must have Covers (except solar heated), Non-commerCial pools must have I
a pump timer. Gas spa & pool heaters must have a minimum thermal efficiencv of 78%. i
Shower Heads , 612.1 Water flow must be restncted to no more than 3 qal/ons per minute at 80 PSIG,
Air Distribution System ! 610,1 I All ducts. fittings, mechanical eqUipment and plenum chambers shall be mechanically attached. ,
sealed, insulated. and installed in accordance with the cnteria of Section 610. DUCIS In unconditIOned
I attics must be Insulated to a minimum of R-6. Air handlers shall not be Installed 10 attiCs unless 10
I I mechanical closet.
HVAC Controls i 607.1 i Separate rea oily acceSSible manual or automallC thermostat tor each system, -
Insulation 1604,1,602.11 Ceilinqs-Mln. R-19 Common walls--Frame R-ll or CBS R-3 bOlh Sides. Common cerlina & floors R-l ~. I
October 11, 2000
CITY OF ZEPHYRHILLS
5335 - 8th Street
Zephyrhills, FL 33540
Attention:
Permit No.
Building Department, 39050 - 10th Avenue
9736
Please change the electrical contractor from Porter
Electric to First Class Electric. David Hayford
will come down and sign the permit.
Thank you.
~ .Ii. n1 <-Ia/
LEWIS B. MC KELL
Contractor
State of Florida
county~~.~~
...*~r.~:r~+:... Katherine M. Brewer
f.r~';'f;~ MY COMMISSION # CC677554 EXPIRES
'~'~~?f September 26, 2001
'-:'f,,9f: ,y~~" BONDED THRU TROY FAIN INSURANCE. INC
L.B. McKELL CONSTRUCTION
10TH AVE.
SQ. FEET PRICE
MAIN OR LIVING AREA 1,541 $ 40.00
OTHER AREA UNDER ROOF 487 $ 15.00
OTHER
V~LUATION $ 68,929.80
FEE SHEET $ 346.00
ADDRESS $ 20.00
DRIVEWAY $ 20.00
BUILDING: $ 559.00
CREDIT: $ -
BUILDING LESS CREDIT: $ 559.00
ELECTRICAL: $ 86.24
PLUMBING: $ 65.00
MECHANICAL: $ 35.00
RADON: $ 20.28
TOTAL $ 765.52
SEWER: $ 1,278.00
WATER: $ 350.00
IRRIGATION: $ -
TOTAL: $ 1,628.00
WATER METERI $
IRRIGATION METER $
180~00 I
SUB-TOTAL ~
TI F'S: $ 1,480.00
99% $ 1,465.20
1% $ 14.80
TOTAL: ~053.~P
~
E:]
f"';.
PERFORMANCE BUSINESS PRODUCTS. INC. 813-7111-8008 FAX 813-719-7010
CITY OF ZEPHYRHILLS
ZEPHVRHILLS, FlORIDA
00;.,:;07/
WATER ACCT. NO.
DATE 9/~/oo
OWNER/
RENTER
Lew.)~S
~, ;t1c. kilt!
MAIUNG ? <; :l o~ Do. to(> /tve.
~yr Ctt:lI> I [:( '5'3 (4(
SERVICE ADDRESS ? 7 0 ~ 0 loth AVf ,
SHUT OFF SERVICE 0
TURN ON SERVICE ~
INSTAU.. METER ~
READ METER 0
CHECK METER 0
OTHER 0
~WATER
o SEWER
o GARBAGE
~ITY
o OUT CITY
-1- No. OF UNITS
_ DEPOSIT AMOUNT
3/ \.{ f( LJc. ~ e/ fl1 ~ f!r
_ AMOUNT LAST BILL
_ DATE
_ MISC. CHARGE
'NORK COMPlETED BY
& DATE COMPLETED
ORDER TAKEN BY
Retain white form in office at all times.
Send pink & yellow forms to Water Service Oept,
Water Service Dept to sign yellow form & return to office.
~
General Notes and Soooficatiol'ls:
" Cartain ot tt'wI foJIowi09 s1ruCltJres are oeslgMd to be married to blocX and wood frame 5tNctUras of
adeqlJata strucllJral capacity. The contractor I home owner shad venfy that It.. host sinJclUre IS In good
OOO<1itioo and ot S\Jillcioot slren<Jl!l to hokI ttle proposed moon.
2. If there IS a QWStion about tI1e host stn.JctlJnt. tI1e c-_ (at his 0Wl'I expensel shaI hn an arcI1itect.
en<;j1I1OOl', or a COOIlIed home inspection COf'Ilpally 10 venty host stn.JctuIe capaoty.
3, The f<JlloIMl'I9 rules am to atl.a<:t\INlnl$ in'IoMn9 mobile and manufacturod homes:
a. SlrudlJras to be placed adja(;ent to a mobile I mat1ufadwOO home bY.. prior to 1994 sIW use ~
-MIll constnJdJon. ~ shall provide ~talIed plans ot tt'wI moMe I manufactured home aloo9 wTlI1
ldditioo plans for Slt8 sp<lCIfIc rlMew and seal by ttle engineer. This app6es to all utility snecs.
c:a<?OrtS. and I or other stnJdures to Ile attad'led,
~. Fourtn 'Nlld construction means tt'wI addltlon snal be free standi09 '..,u, orly Il'>e root ftashing of tI1e two
unfls Detn9 atlacl1ed. T11e most common 'fourth waJI OOflStnJction. 's a post &. beam frame adjacent to
tt'wI mobile I manufactunld home. The same span tables can be usad as lOr the front waJI baam. All
four1l1 wad frames shall have knee b<aces on boll1 fourth Nlld frame and outar wad frame.
Co For mob:1e I manufactured homes bYdt atlet 1994, structures may Ile attadled. provided ttle project
follow1s tI1e plan provided in lI1is manuaL The contractor I owner sIW prtMde voofication ot tI1e
stnK:lural system usad to bUIld tt'wI host structure.
d. AIry allac:tuoont tI1at ~ rT'ICl<8 tI1an 2f/ from a mobile I manufac!ured home wad sIlad require sote
spealic enginootil'l9. T11e 2\1 is measured from tI1e mollile / manufac!\Jrod home to the outside at ttle
beam wall and does not indude overtIang.
4, Sec:ion 7 cootaJns span tallies and the al!acM1oot detaJls of pans and compoclite panels.
S. When using TEl< saews in lieu of S,M,S,. Ion9ll1' screws must Ile used to compensata for dnn head,
5. SOME LOCAl.. BUILDING OEPARThIENTS, SUCH AS PINEl.L>\S COUNlY. MAY REQUIRE ....INIMUM
WAU THICKNESS OF EXTRUSIONS, CHECK Wlni YOUR LOCAL BUILDING OEPARTMENT BEFORE
PLA.NNING YOUR PROJECT.
SEE CONNECTlON DETAILS
(SECTlON 7)
w
cz:
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B
FOOTING ANO
CONNECTION OET AilS
SecTlON 2
POST ANO BEAM DETAilS
ANO TABLES SECTION 2
12'" x PAN
(SEE TABLES SECTlON 7)
USE W TO SELECT PAN
FOR REQUIRED SPAN
W VARIES
FOR FRONT BEAM USE:
A " WI Z+OVERHANG
CARPORT WALL SECTION
SHED IS FRAMED 'Mni FOURni WAU (IF REQUIRED) OR ATTACHED TO HOST, MAXIMUM
FlOOR AREA 200 Sa. FT,. :F FLOOR AREA IS GREATER THAN 200 sa. FT. use SECTlON 4,
ATTACH SHED OR ROOM WAll TO HOST s-mUCTURE WI 114" x 3-1'.. TAPCONS@ 15. O,C.
FOR MASONRY OR 1#1Sd COMMON@ 15" O.C. OR 1#10 x 3-1f2" FOR WOOOOIU,O x 2. 1 f2"
S.M.S. FOR 1. x 2" AlUMINUM OR #10 x 3-112'" S.M.S. FOR 2 x 2 AlUMINUI.f
1, SHEDS ANa UTlUTY ROOMS BUILT UNOER SECTlON 2 SPEC:ACATIONS Sl1ALl. BE UMITED TO
15 FT, iN ROOF SPAN DIRECTION ANO 200 sa. FT. MAXIMUM AREA.
2. AlL WOOD FRAMING AND SHEAl11lNG CONNECTlONS SHALL BE iN COMPt.WlCE W1ni STANDARD
BUILDING CODE 1999 CHAPTER 23. TABLE 2306.1 OR AS NOTED BELOW.
CONNECTlON i'ASTENER NUMBER' SPACING
NALl. SHEATHING 112. OR LESS "6 COMMON 5. O.C, mGES AND '2" O.C. FIELD
TOP OR SOLE P~TE TO STUO
A. END ,"lAIL I ;;16 CCMMO~
9, TOE NAil ~ COMMON
rr- ~~~0~--:
![ ~
I l
ll-
i i i I
I A2 L A1 ~ A3 ~
C W" PROJECTlON FROM ---l A'" W/2
HOST STRUCTURE A2 " WI4
AJ " W/4 . O,H.
w
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I
ANCHOR WITH HEADE.q
CHANNEL
'NQOO FRAME SHED WI 2 x 4
PRESSURE TREATED PINE
f'tA TE ANCHORED TO
CONCRETE 'NI1/." CONCRETE
FASTENERS @4'..{J" O. C.
,'~ID-SPAN BEAM (SELECT 1:
FROM TABLE 2. , ,1 ANO I CR
TABLE 2. 1 .2)
FRONT '.VALL BEAM (SELECT
'l' FROM TABLE 2.3)
SHADING TYPE II
DE."IOTES INTERJCR POST
MAX. ROOF AREA (SEE TABLE
2.1,1 ANO / OR TABLE 2.1.2)
SHADING TYPE I
DENOTES EXTERICR POST
ROOF AREA (SEE TABLE 2..2.. 1
ANQJOR TABLE 2.2.2)
MIN. 3" x 3. x 0,060"
THRIJ..8Ol TED TO HEADER
POST ANCHOR TO CONCRETE
(SEE DETAil REQUIRED POST)
(TYPICAL)
DOUBLE CARPORT WITH CENTER POST - PLAN Vl'eN
ROOF CONNECTlON DETAILS
(SEE SECTlON 7)
M'D-SPAN BEAM SIMPLE SPA.'4
(SEE TABlE 2.1.1 ANO I CR
TABLE 2.12)
POST TO BEAM (SEE
TABLE 2.3)
POST SIZ!: ANO SPAC:NG
(SEE TABLE 2,2' ANO I CR
TABLE 2,2.2)
ROOF PANELS
(SEE TABLES SECTICN 7)
SEE FOOTiNG OET AilS
w
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f-
t)
:J
cz:
f-
(J)
f-
en
o
J:
DOUBLE CARPORT WITH CENTER POST - ELEVATION VI'eN
SEE CONNECTlON
r; DETAilS
(SECTlON 7)
PAN OR COMPOSITE
PANa
/ [SEE ,,,,,,, SECTION"
w
a:
:J
f-
t)
:J
a:
f-
en
f-
en
o
::::
~
z
>=
(J)
B
L
2 x 4 Ll1MBE.q #2 S.P.F.
(MIN.) OR
2" x 2'" AlUMINUM MAY BE
SUasT111JTED WITHOUT
HUAAlCAJI/E CUPS
FOURTH WALL FRAMING
'NHERE REQUIRED
UTiliTY SHEa WALL SECT;ON
r
HURRICANE CUPS FOR
WOOO (SEE PAGE 2-5)
2 x 4 TOP f'tA TE @ ROOF
(DOUBLE TOP f'tATE iF
LENGTH OVER 16'
TO? PlATE P,T. OR WI
VAPOR BARRIER @
AlUMINUM ROOF
SHEATHING; 7/15" o.s,a.
OR 112'" Pl YWOOO WI
ST1JDS 2.. O. C. OR
STRUCTURAl. GRADE
THERMAL PlY WI STUDS
@ 15" O. C.
w
a:
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f-
rJ
::::l
:x:
f-
(J)
f-
en
o
::::
~
z
>=
en
)(
w
~I i
~.a ! '
~:~~
~I_ 1
0(!6
~:r.!j
:::::0::
~I:~: ;.-
o '
u. I N
~ I, 0
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<-- A2 A1
PROJECTION
ANCHOR WITH HEAOER
Cl1ANNa (SEE ROOF
CONNEC'TlON OET AIlS
SECTlON 7)
FRONT WALL SEAM (SELECT
l: FROM TABLE 2. 1. 1 ANO I OR
TABLE 2. '.2)
~~IO SPAN BEAM (SaECT 1.'
FRO'" TABlE 2.1.1 ANO I OR
TABLE 2.1.2)
POST
I A1 =W/2
A2 = WI4
AJ l A3 = NI. . 0,)1,
SELECT SEAM (SEE TABLE
2.1.' AND I OR TABlE 2.12)
SHADING TYP1: I
(SEE TABLE 2.21 AND I OR
TABLE 2.2.2)
SHADING TYP~ II
(SEE TABLE 2.2. 1 Ao'lO I OR
TABLE 22.2)
DOUBLE CARPORT WITHOUT CENTER POST - PLAN VIEW
3. RECENlNG ~EL
ANCHORS WI (3) EACH #8
S}A,S. ~ 12" O,C.
(SEE ROOF CCNNECTlON
DETAilS SECTlON 7)
....,D-S? AN BEA.'"
(SEE SPAN TAStE 2. 1.1)
POST TO BEAM
(SELECT FROI.rI TABLE 2.3)
POST SIZE AND S?AC;NG
',SEE TABLE 2.2)
w
3
G
:J
cz:
t;
f-
en
o
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FOURTH WAU FRAME
(IF REQUIRED)
: i
.......-- PROJEcTlON VARIES ~
.
~
~
ROOF PANas
(SEE TABlES SECTlON 7)
SEE FOOTING DET AllS
?AGE 2.15
--'<
---"
DOUBLE CARPORT WITl-iOUT CENTER POST - ELEVATION VIEW
Z x 4 PRESSURE TREATED
f'tA TE WI 318. x 4- 1 12'"
CONCRETE ANCHORS @
4'..{J" O. C. (SEE SIJIa
OET AILS)
PURSUAI'H TO PROVlSIONS OF THE FlORIOA DEPAATI.4€.'H OF
HIGHWAY SAFETY 1 MOTOR VEHICLES DMSION OF ~IOTOR
VEHICLES RUlE 15C-2, THE SPAN TABLES, CONNECnON
DETAILS. ANCHORING AND Oniert SPEC1FlCA nONS ARE
DESIGNED TO Be Y.ARRIEO TO CONYE.!'t110NAlLY
CONSTRUC1El HOMES ANO I OR MA."lUfACTUREO HOMES ANO
MOBILE HOMES CONSTRUCTED AFTER 1984,
JOB NAME:
ADDRESS:
ORAWING FeR ONE ~ERMIT ONLY
THE DESIGNS ANO SPANS Sl1CWN ON THESE ORAWINGS ARE
8ASEO ON THE LOAD REOUIRE..,.ENTS FOR THE FCLl.OWING
CODES:
1) STANDARO BUILDING CODE 1997. CHAPTER 18
iNCWOING SSTO 1(}.96
2) BOCA NATlONAL BUIlDING COOE 1996
3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM
RESISTANT CONSTRlJCT1O.... 1998
NINO LOAD TO SNCW LOAD CONVERSION TABlE:
50 YR SNOW Lc..o DESIGN SNOW LC.tD I HlNO LCoIrO I BlJILCING TY1'E
5.251#/ sa. FT,: J. 15111 sa. FT. ~ MPHI DPE."l
26-30 #I sa. FT, 51-70 III sa. FT, '00 MPH I OPE,"l
31.35 1#1 sa. FT,I 51-70 III sa. FT. '20MPHICPE."l
~ III sa. FT. I 51-70 III sa. FT. 110 "'PH I E,'K:tOSEO
61-701#1 sa. FT.: 51-70 III sa. FT. 120 MPH I ENCLOSEO
saECT ROOF OR WAlL ~e.lBERS FFlCM APPRCf>'!IATE TABLES
TEXAS CONVERSION TABLE:
','IINO ZONE
SEAWARO OF I.C.W, .
iNi.ANO OF !.C.''''. .
. ,NTERCOASTAL'NATERWAY
OOWERSICN FACTORS
ROOF WAlL
0,57 1.00
0.74 1.00
~TE;
NINO LOAD CONVERSION:
SPANS AND HElGHTS FRCM TABlES ARE 3ASCO 0....,20 M.?H,
WINO LCAO. TO CONYEHT TO 14Q ~J.PH. NiNO LCAD ~AUl TIPL Y
SPANS ANO HElGHTS BY US
1999
~
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(.)
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0--
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(/)z
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(/)~ :3
ffi iJ3 z I ;:c
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(/)-, ll.J
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-<-<
(.)
.....
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. '"' N
n ....-
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(1)Uo('"
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OF
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PROJECIl0N: '?': 'Z.{J"
I I
Ii
WALL UPLIFT EXAMPLE
CAlCULA.TE UPUFT "J' ',N III L..F. FOR 102 M.?,H. ZONE = 'Ai" x'lW
'Ai" ,. 25 1# I sa. FT,
'lW ,. 8'.{J" ''j' = 25 III SQ. FT, x 8' ,. 200 1# I LF.
OVEHHANG = OH ,. t:.{J"
APptJEO LOAD FROM
TABLE 4,3 = 'Ai"
LOAD WIOrrl ,. 'lW ,.
'?' I 2 + 'OH' = 8'.{J"
0?T10NAl SHEA T11ING: 7/16"
0.S,3. OR 112" COX ~ILEO 6"
O. C. EDGES AND , 2" 0, C.
FJaO
REQUIRED ANCHOR SPACiNG CAN BE FOUND BY DlVIDING ANCHOR CAPACITY BY T11E
UPUFT VAlUE PREVlOUSL Y DETERMINED,
EXAMPlE; FOR AN H-2.5 CAPACITY = 415 11/200 II/ LF. = SPACiNG OF 2.075 FT.
T11US, sruos AT 'TYPICAL SPACINGS RECavE ANCHORS AS FOllOWS
S1l.JD SPACiNG
'2"O.C.
;6" O.C.
24.0,C.
H 2.5 SPACING
Al TEHNA IlNG S1l.JOS
EACH ST1.JD
EACH ST1.JD
AlLOWABLE UpuFT PER ANOiCR
SIMPSON UPUFT RATING
H2.5 415#
H 3,0 455#
H 5.0 455#
'SP ./2 SB5.t
ABOVE EXAMPLE CAN BE USED TO CAlCULA.TE UptiFT AND ANCHOR SPAClNG FOR AN'(
A??UED LOAD OR "VlND LCAD
. SP 112 ARE USED FOR DOUBLE TOP PLA.TE
iF COIL STRAP, CONTINUOUS
FROM TRUSS RAFTER TO
PERIMETER JOIST, is NOT
PROVIDED BY T11E
MANUFACruRE.'l
REMOVE VINYL SIDING AND
SOFFIT ON T11E WAlL AND
INSTAlL SIMPSON CS-;6 COIL
STRAP FROM TRUSS I RAFTER
TO BOTTOM OF PERIMETER
JOIST @ EACH TRUSS /
RAFTER. :OWL STRAP W/15d
COMMON @ TRUSS RAFTER
AND PERIMETER JOIST,
SCREW COIL STRAP TO
SHEATHING WI 118 x ,. OEO<
SCREWS@ 16" O.C.
VERIlCAll Y. REP\-A,CE VINYL
SIDING.
PROVIDE NEW 4',6" OR 8" x
16" CMU PIER AND SOOD
FOUNDATION BLOCK @ ~.{J"
'MX. O. C. AlONG
ATTACHMENT WAlL
iNSTAlL NeoN AUGER ANCHOR
@EACH NEW PIER. INSTAlL
112" CARRlAGE 30l T THRU
~..RiME:ER JOIST AND STRAP
iO NEW AUGER ANCHOR.
rYPICAL WALL SECTION FOR ATTACHMENT TO
MOBILE / MANUFACTURED HOME
SPUCE TO BE LOCATED
1/4 iO 113 BEAM SPAN
AND STAGGE.'''ED ON
EACH SIDE OF
SELF 'M TING BEAM
SELECT FASTENERS
FROM TABLE 1.8
-1 ,. HEIGHT OF sEAM
BEAM SPUCE SHAll BE
MINIMUM 1 . .SO"
HEIGHT 2 x (1-SOj
LENGT11
r
I
N
IJ.l
~
I-
...
SElECT BEAM Fl'lOM TABLES
;- 2.1,1. 2.1.2. AND 2. 1.3
I
I BEA,'" SPAN ,
;-- USE WI2 FOR SEAM SIZE-----
SEE TABLE 2. 1.1 AND I OR TABLE 2. 12
(AFTER CCMP\JTING ..... FRCM PAGE
2-1, 2.2 OR 2-3)
?OST SIZE (SEE T A8LE 2,2. 1
AND I OR T A8LE 2,2,21
SIDE vim FOURTH WALL FRAME
, ,
;-- SEAM SPAN _____
USE '1'112 FOR BEAM SIZE
(SEE TABlE 2.1.1 AND I OR TA8LE 2. 1.2
AFTER COMPUTING 'A' LO.RGEST VAlUEj-
SIDE V1EYV SINGLE OR DOUBLE BAY CARPORT
DE.~TES SCREW
PATTEHN NOT NUM8E.'~ CF
SCREWS
~-1-SO---r-d-50'-+ ,. 'AAX.
----
.;r I i
I"' ~""
-:> I i
.~ ,~
,. ~AAX.
.7SW'l ...
I
.75-1_
T
.1.
rYPICAL BEAM SPliCE DETAIL
UPRIGHT SIZE
2" x 2" . 0,036"
)" x r x 0.050"
)" . 3" . 0.000-
)" . 3" . 0,093"
)".3" x O. '25.
'MJ( BEAM SIZE
r.4.
r.4'
rx6"S.1\4,8.
2"x8"S,1\4,8,
r. '1' S,,'.4,8.
<NEE BRACE
2. x 2' x 0,036"
2" . 3" . O,OSO"
2" . 3' x 0.1)50"
2" . 3". O,OSO'"
)" x 3" . 0,093"
w
<NEE BRACE
(REQUIRED)
2" x 3" x 0.050"
POST Size
(SEE TABLE 2,2. 1 AND / OR
TABLE 2.2.2)
?\.ATE TO BE SAME
T11ICKNESS AS BEAM WEe
?\.ATE CAN BE INSIDE OR
OUTSIDE BEAM OR v.P
C'JT
FASTENER SIZE. NUMBER
AND SPACING
(SEE TABLE 1.6)
. SLOPE
SEAM iF REQUIRED
FOR KNEE BRACiNG
~
~
'"
~
<>l
,
i
I
1-
~
NOTE;
FOR BEAM SPAN LENGTH
'A' FOR TABlE 2 EQUALS
T11E lARGER OF:
A1=W
A2= W/2+0,H.
DOUBLE CARPOR~
,12
RIDGE CAP
"<lOGE SEAl..
lSEE TABLE 2.1,1 AND / OR
TABLE 2.1.2 USE '>'/12 FOR
LOAD WIDT11)
CE.'ITE.q SEAM CROSS
(SEE TABLE 2. 1,' AND I OR
TABLE 2. 1.2 USE LA FOR
END FRAMES ANO lJ2 FOR
CENTER FRAMES)
POST (SEE TABLE 2.2. 1
AND / OR TABLE 22.2)
of--- 1..'4
I
!
,.-'1'1/4
i
WI2
? AN OR COMPOSITE
PANEL ROOF
:i
i
~
~
I
t:.IJ"~
3" x 3"
NOTCH POST TO RECEIVE
SEAl.. WlTH T11RU-'30L TS
(PE,q TABLE 2.31 ~
LOOl( NUT TOP AND
BOTTOM
w
GABLE CARPORT FRONT ELEVATION
lJ2
LOAD WIOT11 FOR CENTE.q BEAM
(SEE TABLE 2. 1.1 AND / OR T ,l.8LE 2. 1.2)
L/4 -.,.
.
I
:1= :1 - - - - - - - - - ::::;
~ - i'<JOGE BEAM =-r - - - -:1- - - - - - - - - -1
==========l==========~
/
END BE.AJ.IS /
SlOE BEAMS .
CE.-.TER BEAMS
CENTER FRAME
END FRAME
12
W FOR BEAM Size
,
KNEE BRACE~
W FOR BEAM Size _I
. MINIMUM SLOPE SHAlL BE
112" PE.q lr EXCEPT FOR
0,026" PANS FOR WHIC'ri
l1iE SLOPE SHAll. BE 314"
PER,r FOR SPANS
EXCEEDING ,t:.{J" OR
MANUFA~RERS
RECOMMENOED SLOPE
=~iO We'.''' OOUBLS CARPORT (GABLED}
;:
NOTE;
<NEE BRACES "<EQUIRED
iF POSTS ARE NOT SET
INTO CONCRETE
FOUNDA nON
'\
:i
i
9
;...
L
GABLE CARPORT SIDE ELEVATION
T--
i
I
i
POST SIZEANO SPACING
PER TABLE 2. 1.1 AND / OR
TABLE 2.2.2
NOTE;
KNEE BRACES ARE
REQUIRED IF ?OSTS ARE
NOT SET iN CONC"ETE
FOOTiNG
END Vl'eN SINGLE CARPORT
w-
MONQ-SlOPED
ROOF
'OVERHANG
VARIES
f-A2 A2
I
1
~
N
IJ.l
~
...
z
<
~
'"
~
:l2
I
i
r-
----
. SlOPE
112
~2
W FOR &Ml SIZE~'
Sc:: TABLE 2.1,1 ANO
OR TABLE 2.1,2 AFTER
COMPI.JTING '!\'
VlRGEST VAlUE
S<1ADING DENOTES
MAXIMUM ROOF AREA
FOR COLUMNS AND
FOOTiNG
SiNGLE CARPCRT
rJ'J
0.....1
W<(
I::;
(/')z
06~ (/')
(/')rJ'J .....I
O:::llJZ~
WO:::Of-
>~ W
O~Eo
UUCN
O::;Wz
i=E';cQ
<(.-c_
a.rJ'Jcf-
:2NU
rJ'J....... W
f- ~Z (/')
0:::_
0:2
a.::;
0:::.....1
<(<(
(j
.f-
W ~_
If..; ;"4
0.. 3 ;;
<1)<"'>
:f~i~
Q) l.l - ~
.- f- ~ l' '0
....<:0-,"'
C 'J,j r- .cQ .<)
Q)~~~~
en 0 g-
o ~ ~ ~~
w''J,j8z~
o",Q)(
Q)~~i:,:1:
U ''J,j <"'> .JJ
C1.JJ -:r(jj
Q)~~r-
~ ~:>l
:: 'J.I d
ro~:i
-.JG
OF 8
CONNECTORS
(PER TABLE 2.3)
KNEE SRACE NOT
REQUIRED FOR
ATTACHED
STRUCnJRES AND
qOCF PROJECTlON
FROM HOST LESS
mAN 20'
KNEE BRACE
REQUIRED IF POST
NOT SET ,N
CONCRETE FOOTING
COLUMN
I 0
I
I 0
I 0
I
I
I
I
I
I
I
I
I
-k
~
r ?N-IRooFPA.NEL
i
I
seE TABLES FOR BEAM SIZE I
-S-
,
CENTER OF
SRACE
G~ -+ CONNECTION ""
START OR END
OF BEAM SPAN
2" x 3" x 0,050"
MINIMUM KNEE BRACE
(SEE TABLE 2.3)
iNTE.'<NAl. ANGLE OR
U..cUP
CONNECT KNEE
BRACE TO COLUMN
AND BEAM W1T1-l 0.050"
'U' CHANNEl.. "rl'
CHANNEl.. OR GUSSET
F'l.ATE. FASTEN WIl1i
5.1.4,5. AT EACH
CONNECTION POINT
PER TABLE 2.3
KNEE BRACE TO POST DETAIL - BEAM PERPENDICUlAR TO ROOF
CONNECTOR MAY BE (2)
ANGLES, INTERNAL V
CHANNEL OR ~ 'U'
CHANNel. EACH SIDE OF
CONNECTING BEAM Wll1i
SCREWS (PER SECll0N 9)
CARRIER BEAM (SEE TABLE
2.1.3)
~
"~
"~
"~
~
.~
w
~
a::
w
:1.
J:
s:
w
a
PRIMARY SEAM
(SEE TABLE 2.1,1
ANDIOR TABLE 2. 1.2)
NOTE:
MINIMUM NUMBER 5.1.4,5, @ 314" LONG
REQUIRED IS eQUAl :0 BEAM DEPl1i (SEE
SECTION 9)
EXTRUSIONS w1TI-i INTERNAL. SCReN BOSSES
MAY SE CONNeCTED 'Ml1i (2) #10 x 1.\12"
iNTERNAL.L Y
CARRIER BEAM TO BEAM CONNECT10N
--------------------l.
PAN OR CCMPOS/TE PANEL ROCF
SEAM
CENTER OF I
BRACE CONNECTION =
START OR END OF +--
SEAM S?AN
KNEE SAACE ~T
REQUIRED FOR
ATTACHED STRUCTURES
Z' x 3" x 0,050" MINI!.lUM
KNEE BRACE
(SEE TABLE 2.3)
KNEE BRACE REQUIRED IF
POST NOT SET iN
CONCRETE FOOTING
o
o
o
COLUMN
CONNECT KNEE SRACE TO COLUMN AND BEAM IVlll-i 0.050" '\J'
CHANNEl.. "rl' CHANNEl.. OR GUSSET ?tATe. FASTE..... WIll-i 5.1.4,5. AT
EACH CONNECllON POINT PER TABLE 2.3
KNEE BRACE TO POST DETAIL - BEAM PARALLEL TO ROOF
ANGt.E OR RECEMNG
O1ANNEl.
PRIMARY SEAM
(SEE TABLE 2.1,1
AND/OR TABLE 2. 1.2)
SEAM TO WAlL CONNECnON:
(2) Z' x Z' )( 0,060" EXTERNALLY MQtJNTeD ANGLES A TT ACl-fED TO WOOO WAlL'MTH
MINIMUM (2) W x Z' lAG SCREofoIS P& Sloe OR (2) 11." )( 2.1/4" CONCRETE ANCHORS TO
CONCRETE OR MASONRY WAlL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF SEAM
DEPll-i lARGE.~ THAN 3"
(ALTERNATe) (1) 1-314")( 1.31.")( 1-31.")( 1/8" iNTERNAL. LJ.CHANNa ATTACl-fED TO 'NOOO
"'ALL "Nll1i MINIMUM (3) ~ )( Z' lAG SCREV\IS OR (3) 114" .2-1/." CONCRETE ANCHORS TO
CONCRETE OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACI-f iNCH OF BEAM
lARGER mAN 3"
CARRIER BEAM TO WALL CONNECTlON
I
r--~-------
"""?- -
! ~
I
I
f - - f - ""'" ,,,,a 'new, ~ -
I
-+ SIDE BEAM
I
I
I
FOR NUMBER OF BOlTS
ANa SIZE OF POST (SEE
TABLE 2.3)
SEAM ANO POST SIZES
(SEE TABLE 2.1,1.
TABLE 2- 1.2 AND 1 OR
TABLE 2.2- 1, TABLE 2.2.2)
1 314" x 1 31.")( 0.063"
RECENING CHANNEL
THRU BOLTeD TO POST WI
THRU BOL IS FOR SIDE
SEAM (SEE TABLE 2,3 feR
NUMBER OF aOL TS)
1
-1
~
i
!
ROOF PANEL SEE SECTION 7
ANC'rlOR (SEE DETAIL fOR
PA..... OR CCMPOSITE
PANEL)
,
Lj
COLUMN NOTCHED TO
SUIT
SIDE NOTCH POST TO BEAM CGNNECT1CN
,
I
-I
-S-
~
.j
~
~
ANCHOR P<oR DETAIL
FOR PN-I OR
CCMPOSITE PANEL
FCR NUMBE.r~ OF
SOlTS AND SIZE OF
?CST (SEE TABLE 2,3)
BEA'" AND POST
SIZES (SEE TABLE
2-1.1, TABlE 2.1.2
AND 1 OR TABLE 2.2.1.
TABLE 2.22)
COLUMN NOTCHED :0
SUIT
CENTER NOTCH POST TO BEAM CONNECTlON
")( 2 . iff' x 0.044. O1ANNEL.Nt
~ ~)( 3[8" 'HI HEAD SJA,S. ~ 1 11Z'
O,C. ,'MX. SOTH SIDES
(2) #8 x 112" 'Nt HEAD S.M.S.
PARAlLEL @ 112" O,C. ~MX.
THROUGH l' )( 2 118" CHANNEL
INTO BEAM
(2) 511S-xJ 112" CNj, ST.
BOLTS Tl-lROUGH
NOTE.: CROSS BEAM ATTACHED
AT COLUMN AND BEAM
CROSS BEAM AT COLUMN AND AT BEAM
SCAlE: N.T,S.
(/)
0-'
W<(
:r:::J
(/)Z
0.0<(
(/)~ (/)
o::(/) =:!
Ll.,j W Zl<{
> ~ 91tl3
C~t::o
Uc...:ON
C::Jwz
f=Cl::oc
<(1-0_
a.(/)O I-
~Nc...:
(/)_ W
1--' (/)
o::Z
C~
a.-
0:::::
<(<{
U
ill ~_
. j..,; N
0... ~ N
(/) (...,
::i~i~
Q,) (..l <(":::
c_z,-",
CI~e~:g
< ). ...... ".Q
~~~~~
. ~ ~;~
illw6z~
0(/)9><
Q,)' ~<(
()~~~-'-
C-lJ"'Jj
Q,)~~f-
1.. ~ :xl
3 ~ 0
n3 S ~
.-Ja
OF
?j
~ 8
ALUMINUMlSTEEl
COLUMN
SEE SECTION 9 FOR
ANCHCRS
tT\j'-r
1./ CHANNEL (SEE
SECTION 9 FOR
CONNECTIONS)
CONCRETE ANCHORS
"SEE SECDON g)
CONCRETE SlAB OR
FOOTiNG POST TO CONCRETE CONNECTlON
INTERNAL CR EXTERNAL RECEiVING CHANNEL
AlUMINLM/STEEl
COLUMN
CONCRETE ANCHCRS
(SEE SECTION 9)
CONCRETE SlAB CR
FOOTiNG
ALUMINUM' STEEL
COLUMN
CORROSION RESISTlVE
STEEL T11RU SOLT PER
SCHEDULE
SEE SECTION 9 FOR
CONCRETE ANCHCRS
POST TO CONCRETE CONNECT10N
iNTERNAL OR EXTERNAL ANGLE CUPS
Ti
SEE SECTION 9 FOR
ANCHORS
2" x 2" 'IV!TI-i .,'{ALL
THICKNESS EQUAL 70 OR
GREATE.~ T11AN COLUMN
I'IALL
,NTERNAL EXTRUDED
ALl,;MINUM aASE OR
BREAI< FOR..'o1ED U-<;l,P
WITI-i WALL EQUAL 7Q OR
GREATER n1AN POST
WALL
~T'E;
ATTACHMENT DETAilS
SHOWN REQUIRE
DIAGONAl BRACiNG FOR
FREE-STANOING COVERS
CONCRETE SlAB OR ~
FOOTiNG
POST TO CONCRETE CONNECTION
TUSE COLUMN BASE SCHEMATIC INTERNAL BASE
12
1r2=-
,.--=:
I
!
12" ALUMINUM PANEL
ROOF (SEE TABLE 2,5)
RECENiNG CHANNEL
RECENlNG CHANNEL
12" ALUMiNUM PANEL
(SEE TABLE 2.5)
~
'I I
I I
I
-'-
ALUMINUM UT1LJ1Y SHED WALL
WITH DOOR (ELEVATlON)
ALUMINUM UTlLJ1Y SHED WALL
(ELEVAT10N)
12
1r2=-
-'~ '-
PAN TO WALL
i
i
I
I
-ir
I
I
I
1/4"0 X 1.1'4'
EMBEDMENT
EXPANSION BOLTS OR
EQUAL DRIVE PINS @
24" O.C.
J..112" CONCRETE SL"o8
ATTACH PANELS TO
CHANNELNI 'Z);13 X 114"
S.~A.S. EACH PANEL .~
=-::.C'... ~.~O
P,1N WALL CONNECTiON
I
RECENlNG CHANNEL I
PAN WALL
2" X 2" x 0.044" SRACE ,
FOR GREATER PAN I
HEIGHT 4-
(REFER TO TABLE 2.5) i
i
I
I
I \
NOTE;
MAX. SHED FLOOR AREA
200 sa. FT.
SECTiON T~ROUGH UTiliTY SHFD
IF
"t" 'S T'rlICKNESS OF
REQUIRED POST
'r---
~
'"
'0----
. I
Hi"
TOP OF GRACE
COMPACTED SACK Fill.
'J" X 'J" POST (SEE TABLE)
(2) 2" x 2" x "r" ANGLE OR
\ 1) U CHANNEL ,( "r
318" x J..112" BOLT
80 La. 2500 PSI
CONCRETE PRE,'o1IX
3" EXTRUDED ALUMINUM
BASE
ALUMINUM POST AND BURIED FOOTING CONNECTION
r
POST IN CONCRETE
;4'" BAR 12" LONG
POURED CONCHETE
(REFER TO TABLE 2.4)
/
/'
o
~
'./
>
'--,r"......
ISOLATED FOOTING
3" x 3" POST TtJR.'4
SOL TED" TO ANCHOR
RlSE.q
2.314" x 2-314',( 2.114"
LONG x 1;8" T1.J81NG
'I'IELDED CONNECTION
FASTEN (SEE TABLE 2,5)
12" x '2" x 1/4" ?Lo\TE
J..112" CONC. StAB
"POST ~MY BE f"Ll.2.T
'NaDED DIREC7\. Y TO
aASE ?tATE
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTlON
CONCRETE eN' SlOCK OR
BLOCK (OPTIONAl)
RIBBON OR MONOUT11IC
FOOTiNG
(IF MONOUT11IC SU.B IS USED
SEe ,~OTES OF DETAilS NEXT
PAGE)
\
lIS x 112" S. M. S. INTO
~ EACH RISER @ PANEL
n II ENOS
I' rop AND BOTTOM
rp, - PAN PAN ROOF
aOTTCM CHANNEL (SEE TABLE 2,5)
ANCHORED TO SU.B PAN ~O WALL
w- 1NI1i.-ax1. . I
r EMBEDMENT CHANNEL (3) IIS,( 112"
EXPANS10N BOLTS@ PER PAN
24' 0 C. OR CONCRETE
~ SCREWS
, 1 12"RISERPANEl.
1~-r1:
I 1 I
L ~
8" x 8" x 16" BLOCK WALL
(MAX. 32j
ANC'~R ALl,;MINU\A FRAME
TO WAll. OR SlAB 'IVfTl-i
1/4" x 2.11." 'MSONRY
ANCHOR WfT11IN 6" OF POST
AND 24" O,C. MAXiMUM
(1);4'" BAR CONTiNUOUS
(1) ;4'" BAR AT CORNERS AND
1CY-o" O.C. FILL CELLS AND
KNOCK OUT BLOCK TOP
COURSE WIT11 3000 PSI PEA
ROCK CONC. DECK
(2) #4'" BARS MlN. 2-1/2" OFF
GROUND
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
8" x 12" CONCRETE FOOTiNG
W1Tl-i (1'4) ill5 BAR CaNT.
LOCATE ON UNDISTURBED
:-<ATURAl $OIL (1) #'50 VERT.
BAR AT CORNERS AND
'-( O.C. MAX. FIll. CELLS WI
3000 PSI PEA ROCK
CONCRETE
. ALL 'MSONRY KNEE WALLS SHAU HAVE A FILlED CEll AND VERTlCAL BAR AT ALL CORNERS
3.112" CONCRETE SlAB 6 x 6 - 10 x 10 W8..DED WIRE MESH OR FIBER MESH CONCRETE
VISQUE.....E VAPOR BARRIE.~ UNOE.q StABS HAVING STRUCTURES ABOVE COMPACTED ClE.o\N
Fill OVER (SCARIFIED) NATURAl SOIL 90% DENSllY .
RAISED PATlO FOOTING
KNEE If-IAlL FOOTING FOR SCREENED ~C1.0SURES
'h'
32"
36"
48"
w
'Z"
12"
'8'
~ .....
2 10'-0"
2 ~-O"
3 4'-0"
--
I
I
~:;
~w
>w
1-
ALUMINUM A TT ACHME.....T
CONCRETE F!lLEO BLOCK
STEM WAlL 8" x 8" x 16"' C.....,u.
(1) #4'" BAR CONT1"1UOUS
I
I 2'-0" MIN.
IlBEFORE SLOPE '.
~
. J ill l'
(') #.5'" BAR CONT,
~b~. __
~</~". .
" ~
8"
..;t"'~ ~
!:!:d:!i \0 ~ --1
:x: ' I . .'
< ~I ;' "
> -' I' , ..
?,I~.
~
12"
T'T'PEI
~TSlOPE/NOFooTL~
0-2" /'2"
T'T'PEil
~CERA TE SLOPE FOOTiNG
2'! 'Z". 1'.10"
T'T'PE III
STEEP SLOPE FOOTING
> ,'.10"
~OTES;
1, NO FOOTING OT11ER lrtAN 4" SlAB IS REQUIRED EXCE?T WHE."4 ADDRESSING EROSION
UNTll T11E CARPORT OR PATlO COVER EXCEEDS 20'-0", T11E."4 A MINIMUM OF A IYPE d
FOOTiNG IS REQUIRED,
2. FOR WOOO FRAME lJTlUT'T' SHEDS THE ~INIMUM DEPTI-i OF T11E FOOTING SHALL 3E '0" FOR
T'T'PE II FOOTING AND 14' FOR IYPE ill FOOTiNG,
3. MONOUT111C Sv.BS AND FOOTiNGS SHAU 3E'AJNIMUM 2.500 PSI CONCRETE WIT116x6-10x10
WELDED WIRE MESH OR FiBE.~ MESH MAY BE USED iN LEU OF .,VIRE MESH.
4, IF LOCAL BUILDING COOES REQUIRE A MINIMUM FOOTiNG USE IYPE 11 FOOTING OR
FOOTING SECTlON REQUIRED BY LOCAl. COOE. LOCAL COCE GOVERNS.
SLAB.FOOT1NG DETAILS
",.
II
~---,
U;,
-'<
;"r
'I i
~~
p-~
,f- 12" -+
-.'3".1-
AlUMINL/.l STRucn;RE FOOTiNG
2500 PSI CO~ETE Wlrrl (1) #.5
BAR CONT. MiNiMUM 2-112" OFF
GROUND
RIBBON FOOTiNG TYPS I
ALUMINLM STRucn;RE FOOTiNG
2500 PSI CONCRETE WITI-i (3) ~
BAR CONT. ,lAINIMUM 2-112" OFF
GROUND
RIBBON FOOTiNG TiPE ~I
CALV, ,'AETAL STRAP (14 GA. x '"J
---
8' x 8' x ,6" CONCRETE SLOCl<
~ 8" x 24' x 24' POURED CONCRETE PAD
(2) #5 BARS 1'8' LONG) EACH WAY
CONCRETE POURED caLS Wffii #S BAR
(SAKRETE READY MIXNI GRAVel)
PAD FOOTlNG
Ul
c~
UJ~
.,..~
U5Z
""~
Ul~ Ul
o:Ul ==
I.J..JjLl.J Zl~
>I~ Q tw
o j::,f- C
G1CCN
01::: Ll.J Zl
~~;~ ~ Ell
Ul~ Ll.J
f-...... Ul
o:~
O~
a..~
0::::
~~
C
,f-
W'!:
.<: -
. - N
Q.. :5 ;:;
'Jl ..,
~-~ i ~
Q,) u .;::
Cf-~"f",
'!: 0'" '"
c~~;e~
Q,)'l..~~!D
aJ~J:~:::'
.S!r-~~
W "J 6 z ~
a <Jl Q )(
Q,);;~~:::
(,) '.jJ ..... ""
C'JJ~]
Q,)~~f-
'-z:O
~"Jd
ro:;~
..JiJ
CF
8
Tabla 2.1.1 AlIowabla Roof Beam Spans for Carports, Patio Cove~,
Screen Rooms, and other Open Buildings with SolId Roofs
A.lumlnum Alloy 6063 T ~
'NJnd Zone. '02 MPH ',0 '"'PH 120 '"'PH
A. lied Load . 17./ Ft. 2Q;t I S , Ft. 2~/S . Ft.
Load Wld1h 2" x 3" x O,ll45 Hollow
5' 5'';;' 5'.,,' 5'.1' 5'.)' ~'..'
ii' 5'., " 5'-5. 5'.'. ~'..' ~'-a..
5'--6- S'.'- ~'..' ~'.5' 3'.1' .
S' S"L' ~'..' 4'.5' 4'.1:' )'.,'
4'.,0" 4'.5' 4'.2' )'., ,. )'.;;'
'0' 4'.1' 4'.:}' :}'., ,. :}'..a- )'-4'
1" 4'-4' 4'.{)' ).... )'..,- 3'.2'
12' ~'.2' 3'.10' 3'.1' :;.5' J'..'
Load Wld1h 2" x ]" x 0,050 Hollow Tiit
5 r-4' 5.... 6'-4- 5'., " 5'-4'
5' 5"-6' 5'.2' 5.... 5'-5' 4'.,,'
r o..J' 5.... 5'-4' 5'-<1' 4'-0'
3' 5'.,0" 5'-4- ~'.,,' 4'-6' 4'.J'
'" 5'-6- 5 .,. 4'-6' 4'.5' )'., ,.
11)' 5'.L" 4'.9' 4'-0' 4'.1:' 3'.9'
'" 4'., " 4'.l" 4'.J' 4'-<1' 3'.7'
'2' 4'.,' 4'-4' 4'.'. 3'.,0" )'.5'
Load Wld1h 2 )(4 x 0.050 Hol ow Tilt
5' g'.{)' 5'-4' r.,' 1'-4' ".7-
iI' a'.:}' r.r 7'.,' <S.Jj' 5''::;-
r r.Jj' r-')' 5'.1' ,.2' 5\."
S' r.2" 5'.1' 54..2.. 5'.~ 5'.2'
3' ,..9' 5'.2' 5.... 5'.5" 4'."
'1)' 0-5- 5'.,,' 5'';;' 5'.2" 4'-6'
,,' "., . 5'.1' 5'.)' 4'.,,' 4'.5'
12' 5'.10" 5'-4' 5''{)' 4'.'{' 4'.J'
Load Wld1h 2" x 4" x 0,0]6" x 0.100" Se,f Matln Seam
SO , "-4' ,0'-0' 3'.,' 3'.1:' a'.)'
Il' 10'-4' ...1' S'., ,. ,..5" 1'.7'
.,. 3'.1' 5'.10' a'.J' 1'..' 6'-~ ,.
S' a'.' ,. a'.J' r.,' 7'.)- ~-r
9' a'-O r..o r.)' ,..0" S'.2.-
11)' 3'.{)" r.5' 5'., ,. ,.~ 5'.10'
'" r.Jj' r.,' s'.r ~..2. 5'.7'
'2' r-4 5'-9- 5'-4,- 5'." 51-4-
~' eM 2" x S" x 0.050" x 0.100" Se,! Matin Beam
SO ~4'...,. '2'., ,. 12'." ,".5' '0'.)'
Il' '2','0" ""'0' ",.,. Hl'.5, :l'-4'
.,. ,,'.,," 10'., ,. 100.J' 3'.r S'-6'
$' "'.,' '0'.)' 3'.r S'.'" S'.,'
9' 10'-0' 3'-6' 3''{)' 3'-0' r.Jj'
'0' 3'., ,. 7.2' s'.r 3'.,. r.)'
,,' 9'..10- 3'.9" 3'.2' 1'.Jj' 5'-1 ,-
'2' 3'.,. 3'-4' 1'.10' r-4' ".l"
Example:
For 2' {4' x O,OJ<l' { 0,,00' Sed.Mati"9 Beam; Seam span iletween upnghlS use load '...dtl1 to ""tenable.
For'2' Root Panej + 2' Ovemang; Load N<M. LW.'2' /2. Z a.H.. 5': EntElt tabie on lell at 8' ~
aJlowaoie span under required load; Thus ior 100 ,...,P.H.Nlnd 'oadIliveload or 171t1Sq. Fl. and Load 'Mdth.~.{)"
MaximumBeamSoanror2"x4'xO,05O"{O,~OO'. I ,,'.," I
SDaI1S do net IncIUOe 'engll1 of k11~ brace. Add honzontaj lengll1 at k11~ brace '0 a~ soans 'or total beam
spans.
-Note;
FO( small cova~ Z' {2' ~ms may :l9 used. (see labie ]",1 '0( spans)
Tabla 2.1.2
AlIowabla Roof Beam Spans for Carports, Patio CQVe~.
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 606J T ~
'NJnd Zon e . 102 MPH I 110MPH 120 MPH I '25 MPH I 140 MPH
Nlplied Lo.ad .. 17f11 Sq, Ft. I 2~ I Sq. Ft. 2311 Sq, Ft. I 2U I Sq. Ft. I 3211 Sq. Ft.
Load Wldth 2" x 6" { 0.050" x O. '20" S.,' Ibtinq Beam
~ '5'.,' I .3'., ,. 1Z.',' '2'.2' 10'., ,.
~' '3'.,' I '2'.1' 11'.3' 10'.;- 1-0"
.- 'Z-4' 11'-4- 10'.7" 1."" 3'.".
'a' 11'.Jj' '0'.,' 10'., . 1.5' 3'.ij'
," , ,'.2' 100.J' '1.1' 9'-')' 3'., "
'2' . O'-ij' 3'.10' 1,2' a'-6' I',,{,
13' '0'.3' 9'.5" ".10' 3'-.3' r-O'
~4. 3'. 1" g'.,' il'.ij' r.1" 1'-2'
Load WH:rth 2" x r { ~.055" x 0.120" S ." Matina ~am
5" '6'.,,' IS .Jj' ~4'.7" 'J'.Jj' '2'-4'
3' 14'-6' ,J'-o' 'z,r , ,'. '0' 10'-6'
9' '3"'0' '2'.g' 1".,,' ,,',Z' '0'.,'
'0' 1J'.2' '2'.,' ,".)' '0'.1' 9'.7"
'" ~ Z'..a- 1".7' '0'.9' 10'.,' 9'.2'
12' 1 ".,,' ,".,' 1 0'.... 9'-6' 5'..'
']' ,,'.ij' 10'.7' 1.,,' 3'-4' 3'.5'
14' ,".,. ,O'.J' 3'-0' S'.1 ,. 5'.,'
Load Wldth 2" x 8" x 0,072" {0..224" Self Mating ~am
5" U-o' 20'-4' I '11'.,,' 11'.' 0" 16'."
8' 19'.,' lr..,. I 16'.S' 1S.5' '3'., ,.
3' ,r.11" 1".7' I ~ 5'.5' 14'-0' 13'.,'
10' lr.,' IS'.,' W.Jj' 13'.9' '2'.5'
'" .6',J' ~4'..1 ,- 'J'.,,' 'J'.2' ,,'.'0'
'2' .5',7" '4'-4- 13'.5' 12'.7" "'-4'
'3' 14'.,,' 'J'.9' '2',,0' 12'., . '0'., ,.
,." ,4',5' 13'-3' 'Z.5' , ,'-6' '0'-0'
Load 'NJdth 2" x 3" { ~.on" { 0.224" Setf MatinQ Beam
5' 2.4'..5. U.;;' 20'.'" '9'.9' lr,9'
8' 2".2' 19'';;' '8'.2' ,r.,' 1S.S"
3' 19'., ,. 18"-4- '1'.2" Hr.~. ~4.-6.
'a' 13'.,,' ,1'.5' '6'.J' 15'.:}' '3'.9'
". , 5'.~' 16',1' , S-O' w.r 13'.2'
12' ,.,..)' IS" ,. ',4','0' 13'.,,' '2'.7'
13' 16'.1' IS.J' .4'.)' 13'.5' '2'.,.
14' , s..,. '4'.3- '3'.9' 1Z.'" , ,'-6'
Load Width 2" x 3" x 0,082" { 0..306" Self Mating 6eam
Ii' 26'-4' 24'-4' U -d' 2"-4' ,g.2"
a- U"O' 21'-0' 19'.7' '8'.5' 16'-6'
9' 21'-0' 19','0' 18'-0' ,r.5' ,S-6'
'0' 20'.5' 13'.10' ~r-7. 16'-0' 14'.,,'
,,' . 9'-0' ,r.l,' '6'.9' 1S.9' 14'.Z'
'2' . 5'-6' ,r.2' , 6'-<1' , S.,' '3'.r
'3' 11'.,,' i~J). '5'.5' 14'-0' 13".'"
1" lr.J' 's.'" '4'.iO- '3'.,,' ''1:.r
Notes:
Above scans do not indu<:le lengll1 of <nee brace. Add oonzontallength at k11ee breca 10 aoove scans for
totat beam spans.
Table 2.1.3
28'..0-
5'.5' 5'.2" 4'.", 4'.10"
6'.Jj' ".5' 6'.2" 5'.".
1'.,,' 1'.7" r.]' 6'., ,.
9'.,. 3'-!l' 3'-4" 3'.{)"
"'~ "'.{)" 10'.'" 10'.2'
lZ.9' 'Z.2" 11'.9" 1 "-4'
'3'.9" '3"2" , 2'-6' '2'-1:'
32'..0-
'J'.o'
'4'..11-
1".2'
2" x 4" x 0.03&" x 0.'00" ~(1-4. 8'.1" 3'-0" 1'-4' 5".'{'
2" x S" x 0.050" x 0.'00" 'Z"O' 11'.,' 9'., ,. 3'.,' 5'.S'
2" x 0" x 0.050- x 0,120" ,S'.,' '3'.," ,,'.Jj' 10' ..a- cr.1 ,.
2" x .,. x 0.055" )( 0.1211- ,r-4' , S'.{)" '3'.5' 12'.3" 1"-4'
2" x S" x 0.072" x 0..224" 2Z.{)" '9'.,' 11"." 1S'.'" ~4'-5.
2" x 3" x 0.07Z- x 0.224. 24'.S' 2,'.2" '8'.1" '1".J' IS.1 ,.
2" x 3" x 0.082" x 0.30'" 26'-4' U"1l" N.5' 18' ..a- ,r.J'
Double Self-Matlng , 0'..0-
Bum.
2" x S" x 0.072" x 11.224" 24'.1'
2" x r x O,On" x 0..224" 26'.9"
2" { 3" x 0,082" x 0.30'" 28'.'0"
Double Self Mating Tributzty Load Wld1h
Bum.
2 )( 4 s.d "'at1n9 Seam 1 0'..0-
added to Top(Soltom
IpetileOd1<:ular to web.)
2" x S" x 0.072" x 11..224" 26'.2"
2" ~ 9" x 0.07Z- x 0..224" 28'.10"
2" x 9" { 0.0!2" x a.30'" 30'.ij'
32',<)"
~:
Above 5{)ans do net indlKle lanqth at knee brace. Add Iv.lnzootaj length of k11~ brace to aoove spans fuI total ~ spans,
......1l1d Zone ~ Table is COflStructed for '021T1?/l wind zan<t. 0petI SU1Jctura (17 'bslsqft). :0 convert taouiar valua to hiqner (more
severe) 'NlflQ zones. mUltipty by me faclo<s In me fOlIow1ng Coov~oon r allie:
Hinc:l Nlplied Conv8C'llon
Zone load Faaor
'02 17 1.00
110 20 0.92
'20 23 0.86
'25 26 0,81
'4<) 32 on
14'.Jj'
, 6'.,"
"7.'.
(/)
C~
W~
I::
~I~
(/)~ (/)
o::(/) W
WWz-
>~CCO
C-,-~
f' f-.t:: f-
""'<";ON
C::WZ
-0::
~If- g ~
a.(/)~<..;
(/)~ w
f-:J (/)
o::~
C~
a.:J
0::.....:
~~
<..;
'-
W~
a..
'"
~
~ '"
~ ,..,
~- ~ i ~
Q,)u~~
C:~o:!Jl
C'~~Fe~
~~~i~
L.U~r~~
.~i-'jJ~
W"l i5 ;Z 8-
o <Il 0 )(
Q)l:~~~
U"l"':J
c: iJJ ... '.u
Q)~~'-
I.. ~ 1)
3.uo
C'O~~
..JiJ
OF
8
Tabl. 2.2.1 Allowable AttribIJtabl. RoOt Ar.. per Post for Carports,
?atIo COy..... and olt1... Op.n Suildlnga. ALUMINUM POSTS
Aluminum Post
n<i Loali. 1 ,~ 1 ~
A I.. L<>.a' '11tSa. Ft. 2O~Ft. 23 Ir.lO. Ft.1 ~I III Ft. l ~ Ft.
ld.aJumum Al~Dta in 5<:1.1"'" Nt tot l/acio4.Ja ~ on rest
. ,-1~l1t I Lo.a ,.....,. ~:;. ~ ::=- ~: :10<1"':' :umlnum ^""" ~ T"
-4 064 ',1 103 7'~ 1 03
r. l.S<Ia ., n 5 ~
3"'11" I l,lC4 , 50 52 .16 .03
,,'.,- 1)03 5J 45 39 j , ZS
,~ Lo.a ,.....,. ~ ~ ~ ~ ::~ ~~a~ ~ :um;rn.m ^_ 60U T-4
.r 2.7"'" '5 'J "9 '05 ;e
... .sa 14 '25 '
, .11 1.~ ';4 30 59
~ .J, 11,r 7 30 I
ht l..:l-ad ':n ~ J x J X 0, 40'" q:od F~ . AlI,lmlnum AJ
1I1'~- 2.311 :40 ". '04 ,
H -3 1,7st 105 I 33 715 '3
'3'-4 1.u 32 59 \ 50 5
'5"~ ',""-2 5' 52 l.s ~
~hC L..oad in L.Os 3- X J x 0.060- ~ot. FC)('1"l')lId . Alummum Allert J '\ ~ H...'.
11'~- 1500 212 '!l(l '5 '38 II
~r.Hr 2.700 159 I ~J5 '" 'C4
'4'-& 2.'00 '24 I 'O~" ;1
~ ..eo 1 575 3 79 58 I)' ..
r4-+aht L.o.acIin l..o. ), s 3 So Q. ' ~rumd HOi to" . ,4.Juminum ~ r-4li
,_, 3 ~70 14a 11 1
1]".10 .551 150 1,8 111 38
,5'.,11" 19M 11 ~ 38 7
,r~10 141 15 5:i 5
51
I
I
111>5 H.
~:
F"ind Root AiM ,~AiM . 'A~ ?oat SP8CIfl'9 :II'S"'; Strvcturs?rofec::ion :$"N'",
^. S . (Wn. "O.H.~ If'S" /', 'N. ,2", rod 0.11, . Z' 1len: ","",' . 56 5<1, R.
Rlt. '11.\1';>oaI and .20 ,",0.11. Wld load or 23" SQ. Fl. ;lOOt ct1<;ICeS aM: I ,,::J
,) 2"' . J' x 0,050' _ 1Oxlru3lOf1
Z1 foJ iX>It s@s'_ bolow t:'\e Z' X J" X 0,0..0 Hollow Sedlon
~
','/1'>enI pO ~ _18 a ooot hergnt 01 , 11 'n I '20 W'H W10d m<Oe. . J' X J" !<of F orrreG Cou.D NOT
BE <.sod ~ "'- . ia ""'" !t\an '11 "... t can only ,uPlXlrt J9 SF ,; _. c" Il>o _ 'and. a J" , 3"
FMad Post _ . pool. ''"'9fIl of , 11. .,. =an suwort ." arM 0/ t Z8 squaca l&et of aru. ;nua. '"""lI' C>.JIlt
",llsIy:x>1ll~and"""~tS.
Tabl. 2.4 Footing. . Maximum Roof Are. f~ Carport Posta
'MndZoono. ,0ZIoII'H f ,,0lllPH tZOMPH .Z5....H
~ Load' l11tR.' I 2lI t/R,' ZJ "",t.' 2t tIft.'
'<10 WP!4
:2_
IEzml"9S~_Ul1_~
~- FO<><lnt
~lo<1a-
1'..0- x 1'-0" x 1'.0-'
!~
11
,-"9 .
l.Ipilft
_ MIr1buW>1e Roof kN I. S'l"on FNt
:JO 28 22 20 '5
58 ;0 4J 38 l'
n sa 01 51 .,
'20 '02 a9 '8 54
'SO '27 ~" 33 j()
155 132 1~5 ~02 S3
'94 '55 143 '27 'OJ
270 230 200 177 . 4A
OZ4 278 24<1 2'2 ,n
I
~'-4. X ".....1'.....
520
'000
1'-6'" x ,'-6*"C ,...,..
1'-a.l1'~ x ZJ1"
,'-3'" x "-8'":it 'Z..fr
Z'.(1'. Z.(1' X Z'.(1'
Z'.(1'xZ.(1'xZ'~
Z~xZ~xZ~
Z'~x2"~.S.(1'
~
:_ Footinq cS I pooncl ~ rectanQtJiaf SOlid ~ X W1d1f1 X Deolfl ~
Stall on \jr.l(Ia rnu$ :>e ""'" (IT " ~ """"".ion.
Pre-C aot BIodc Footing
Pn-cut foollnq blocl< (,r x,r x 4") 11I:,0" "*"'"' gnde """ 8t. boq ~ill concnta on<! badd\llod '" QA6e.
0_ u...... P.atl~ . loIuimum ^ltrilKrta.b1e Roof Ano I. """.,. FNt
, n IlOlJ 8... 17:l4 . OZ I 67 78 61 I 54
1\1lOlJR>ft , a19 '01 I 31 rn ro I >7
" IlOlJ g... 1,)04 "2 I J5 3J 73 1 50
~ Ma:omum uod an xc ill determ~ Dy ~ 1T".a;Omt..rn attributable rod area .l ,,~ ~
Exan-oow. Post In~ _ lIl&I . rr
AcpoIOd load f';Jt , 10 MPH W10d z:>r4 . 2O#/Sq. Ft
Uod on pool' n X 20' ',5401
'020
2C4C
ZS4(J
2640
:)300
"'OO<l
"a.:lO
Allowable Atlnbutabl. Roof AI" p.r Post for CarportS.
Patio Co......... and othet' Open 6uJklInga . ALUMINUM POSTS
Aluminum ?ost
'OZMPW 1"GMPW ~20111i"H 'UYPH '4011t1Pt4
'HiS<!. Ft.1 2411SG. Ft 2J ~ R. ~IIISG. R. lZ IiS4. Ft.
A.l~;:toot Nu 1ft Snouara F_foI'Various L~ on Po<<
l' X J" X o,m- ~ollow Ertn.sJon . "",",""'III -'Jim 6{I6J T"
305 259 225 '99 '!l2
:29 ,,. '69 'SO '22
'78 ',51 'J1 ,,8 ;S
. JJ \ 13 ~ 3 71
l' X 1" X a. ,~" Ko/low ~. "",",,,,,,,,, -'JIoo 6{I6J T-4
'07 1 ~ ~1 Z58 2'6
305 Z59 2.25 '99 '52
237 .:. '7 '55 '2'8-
'78 I '5' '1' 118 ~
.- x ." x a.'~ ~ol_ Ertn.sJon . .tJunumJIII Ai"'" 6083 T-4
S48 .168 .05 )aa :91
., 1 j.<9 lC4 Z69 2'8
2 J zn 236 209 170
:4<1 204 :n '51 '27
Tabl. 2.2.2
Mod Lo.d .
Aoe,jO(lLoad .
"'u:.nurn
'"'...,ht T Load In Llls
\1'-\(t 5.i54
1 r.H;f J sea
'5'-'''' 3024
'/,.'0" 2258
Cl....ht Load In Llls
'J',~ a,3'2
'6".\- ; ;&4-
18".... .. 032
211.1'" 3024
~ L.oM ,n Llls
'5',~ 3 Jt2
i 8".5 5.984
2"-<1' 5.4.32
,J'-<l '074
Mnd Load ,
~,jO(l Lod .
,~mUmUl1l
HM ht Load In L!:>a
ig'., '0050
2",' <:4JO
2;)'. :),638
25'- .. 371
~ ht LoH In !.be
'3'-<1>' '5810
21'., ",730
~1'~ ;,970
Z5'-o. 5300
dala/1t LoH I. !..be
:8"-a. I '2.550
Z'it.J 1,=
3Z..;r 7 <SO
;.4'~ J.500!
S<:hadus. of Ponto 6Mm SIu and Humbtll of 11vu-SoIb Raquir'ad
,OJUmlnUm -'lloy llOQ T..
-... _ . TllnH30s II L-O+'''.
Sa Po.t Slm 11.- . 30'" .
Z' X J" X 0,050" _ Tit :rx 1.. 0,060" Scaolooed 2
2"' X .. x 0,05<1' i_ :rx 3" 0,060' Scaoloo.a 2
'l" X .' X o,ror X 0.100' Sell MR"J _ :rx 1" 0.060" Sca>io<;ed 2
r X 5' x 0.050" x a. '00 Sell ~ Sewn J"x 1" 0.060" Sca.ix>ed 2
r x... x O.C6O' x 0, 1 ZIT Sell Ma*"l _:rx J" 0,060" ScaoIooecI 2
r x I'" x 0,055' x 0.' ZIT Soil Matlnq _ J" x J' x 0.093" J
Z' x 8' x O.On" x 0.2:::.' Soil ~ _ J" x J" x 0,093" J
r, ~. 0.0n" x 0.2:::4' Soil Ma~ _ J" x J". O. 'Z:;- 4
r x ~ x O,C62" x 0.308" Sell t.Io1Inq r..r; J" x.r, o. '2:;- 4
n>. mlrWftuno numboI ot tIru bob io (2)
'llIinJrn<Mft ~ mcy be uaH" minimum "'- ~
TabS. 2.J
St8<li ?ost
,02,",PH I 111 NP\1 nt ..PH '~"'PH -T ,.04 IolP11
'1 tIS<L R.l 241iS4. Ft. 231l1SdFt. :1 Ii5a. Ft.1 lZ~ Ft.
~ Rod At.. i. SaIl.... FNt "" VlIl1_ Lo<<iI Oft ~
l' xl'", 14 Go""" Poet." u...L S1-'
5~1 I 503 "3
"31 I In m
:lJ2 Z!l2 _
257 I 219 "30
1" xl'" x,1 Gauoe P<<ot. 41uJ. ~
3:>4 I 794 530
530 I 537 5'0
518 I ~9 330
.106 f 3-45 300
4' x 4' x 14 G...,. PM." u...L S1-'
TU I '333 550
5.50 1.168 .lO
.121 1}S4 ::11
.344 I Z75 23Q
~1 I
,58 J
,11- I
'58 I
;,4
232
'78
'1
:)10
-51
'.45
Z65
I
,~
307
:1\0
~16
~7 I
J8llT
,75 ,
4"2 I
3&5
J?2
223
'72
Table 2.5 Allowabl. SIl.nS I Heights few Afwninurn P3Il.
Utility Shed Roof or Walls
~ _\14- 'l -,r '1 Q.D2"- ?'&l'I"
WInd 0vvl1~ Condllloft
~ >;ONe "-0" 2"-0"
'0% "'.PH. f.(1' f.J' f.".
Ita "''p,H. /,,5" ~-a' '1.:;-
120 IltJl,.H. or.... r.'(' .,..".
1.11"- 't,r t O.D3r '?-1n"
WInd ~ eonolllon
Raeloft >;ONE " -0" Z'.o-
'U "'9.H. f.". ~." 1.,/,
l11U.1i. 1.7 '1-5" 1."
'20 U.H. /'~ /,-". 1.'"
1-3i4' x,r x Q.02S' C:_ P""al
WINO ~ C""",!Ioft
iU:GIO~ .>;ONe l'~" l-o"
,OZ lU',H. 1-3" 1.5" '11.'.
110 lU',H. !f.o. f,'l" 1.5.
'24lU',li. /'.'" 1.r '1,,,"
1-31'" x 1t' x 0.03r c"_ Pa".
~~ Onrr_qeono~~
RO<lio<l .'lCNE "-0" l.o"
102 MJlli. '~-r '0'....- 10'."-
,,, 1l.P.1i. 1.5" 1,"- 'rt.l'
121 1l.P,1i. 1-~ 1.'" 1,'"
1.1(:Z- x 12- x O.OW P.nM
WINO Qwrl1.n<I Cond_
iU:GION ,>;ONe 1'.0" l-o"
10% "'.P.li. 1..0" '1." 1,'1"
110 IIV.H.. 1.2"' 1.5" 1.'.
'24 "''p,H.. r..,. /'.'" '1.1'"
1.11T x,t' x O,ll3r PanelI
W1n4 Onrr.aM eonolllon
R.o.iaft NO>/I! "~" l-o"
~02 ILPli. -/.1rf to".1. 1Q'-a-
,,, U.H. 1-'. 1.... 1.'"
'21 U.H. 'f~ 1~ 1....
l'". 1Z" x 0,0;0- Pan," 1" x':I' x O,OJZ' r......
Mnd 0v.<I1an4 Condilloft WInd o...n.n<:I CondIllon
_ >;ONe 1'.0" l-o" RaqJoft 'lONE ,.-0" l-o-
102 M.P.M. '5'.J- 15'....- \5'-~ 102 1If.P.H.. ~lt-ll1' 18"-1'- 'r......
110 lU',H. ,.'.(1' ,.'-2"' '4'-"- 1101l.P.H. ,S.Q" '5'~ '1'.,'
UG "''p,H. '1'." 1S.l' '1'-a" 'ZO U.H. ..."". '4'-<1>' ','1.(1'
Room Root p.,.... "*' :''N" .. """" on ~
_ ro soan ~ 2"' x 2"' x 0.0J8" E.dn.~ at M\d:soon ""'"""" "'"" by 2S1t, -
5Md ..-
..........
~ a.-'
l' x .r x 0.050"
Z' x r x 0.050"
Z' x J" x 0.050"
Z' x J" x 0.050"
rx r, 0.050"
'7 x 4-.... o.osa-
r x .- 1 O.OSO-
Z' u' x 0.050"
rX.-lO.O'!!:tI:r
......~
a.- .5<n-ww
'31>8
'31>8
13108
!3l>8
131.10
'Jl,.,O
'Jl"'2
IJ1,.;'
IJ1 ai.
(j)
C-
wo<{
J:=
(j)Z
06~
~(j) ~
wWZ-
>10:: 0 ~
81~IE I-
UCN
O::::WZ
i=.O:: c c
.q:l-c-
ll. (j) ~ Gj
(j)~ u.J
I-~ (j)
o::~
0::2
ll......
0::
.q:.q:
U
"-
W ~_
_ N
0..
~ ,.....
V; M
~..~ i ~
iD (.) ~. c::
C~o:!~
C:~s:ie~
<D5:~i'~
en g 1: 0) ,....
. ~ ~;~
ill ClJ5 6 2!.
::l (/) :: ~
iD;;:g:l.CL.
UJJ"'CJJ
C,lJ"']
~~VJ~~
ro ::i :l.
...JG
, UG / ~OQ
~Da I
..../ /+-SEI-L//
sr I
~ 6/
(
OF
8
Table 9.1 WOOD AND CONCRETE FASTEJ"IERS FOR OPEN 6UlLOiNGS I
LOADS !o AREAS
ioIu1mum ~. t.o.d _ Atlr1~ Root Ana fW '211 MI'l1_ ZDoe (23' sF!
Fo< Wlnd R.alons _ t!\aft 1211 "PW. U.. ~ hOle at __ 01 tllla'_l
COHHB:T1HO To. l'<<lOO fW OPel Su_
F_ ~0I >4um_oIF..~
Olam.tw E___ 1 I 2 1 A
','4w~ ,. 2e.u.11 SF I 5Z81f:.2jSF 7921:..J,.4SF 105€.t:..4SF
1;4'. '.1rl' 3:Je1.17SF rm.:l<lSF ,'W.52SF '58<U1.&951'
I fA" 2.112" S<<JII.zgSF l!AR1.57SF 19/1011.ii/JSF Z5A(:;ll-"S5I'
51'6". I' 3,~.'4SF 5:24#.Z7SF 9_..,SF '248#.50451'
5116". '.112" ~.205I' 9_.A1SF 14Oo4#.5'SF 'Sr"'.31SF
5116". 2.1'2" 7!101.~SF I 156OlII.5&SF ~.102SF 3'201.13851'
1'8'. ,. 358#.'SSF 7'~.J'SF '~.""'SF ,"2".!l251'
3I1l". ,.Irl' 534.t.ZJSF 1Q68j1."",SF 16OZ#.70Sf 21J6jJ-93SF
3.'8'". 2.1'2" llJOil. 39 SF 178011. n SF <5roI,"S SF 3S6Q;II. 155 51'
COHNB:T1HO TO, COHC~ in. 2.500 _1 fW O~ au'k1W<lo
F__ ~ 01 ~ 01 Fataoen
Olamelor E~ , 2 1 I 4
Tn'1! Of' FASITNER. "'2u1d< See'" c.on.:.-- S<;nw (RIMt Z-- NM/ft '" EQu~
'IA'. '.Irl' I Z3:)#.'OSF 46U.20SF 5~'JOSF I ~'''SF
':4'. 'it' I 27Qj11.,ZSF I $4Q#.ZJSF 31O;t.3SSF 1'0801I,'751'
Tn'E Of' F ASITNER . C""..... S."... lRlMt T ~ '" eQt;1va "'"
3116". 1.112" <.a.l'SF -m.21SF ne#.J2SF
3116". ,-3/4' J17..',4SF l3o\,t.<8SF ~,..A' SF
'/4'. ,.,12" J55ot.'8 SF rJl:;II. -32 SF W9t6. "'" SF
1:4'. ,.314" 465,t. 20 SF 9JCjJ.40SF '3961.51 SF
3.'8'". '.112" 437.. '9SF 57....:;aSF '311..57SF
3I1l". I.J.iA' 501..<8SF lZQ2JJ.5ZSF IB03I.7SSF
TYPE Of' FASTENER. ~"'" Bo<m ,RIMt _ 801t '" ~
3I1l". 2.1'2" '20Sot. 52 51' <4101.' 05 SF 361Sl1.' 57 SF 48201.21051'
JlS-. 3-1'2" '300#.5751' 25QU.113SF 3909lJ.170SF 5:21;:#. 227 SF
''2''. ," '!106#.T951' 36';:#. '57 SF S41e..2JeSF 722....)1.51'
''Z'J: 5" '993#.OTSF ~. ~nSF 59791-ZSOSF 79~.~lSf
sau . 43 SF
'268# . 55 51'
,~.53SF
'1l6OI.31 SF
~74.8J1..78SF
<4004#. 'OS Sf
'lWlO l.OALl COHVERSlOH TABLE:
For WIl'd l;x1esiR_ _:Nn '20 MPH (Ta.'lios S/>ownl,
"""",,y ..lawabOe """'" at'd root area ::y tt>e """""""" fader,
-
~ mOl1om1J111 oiotance from tt>e ""98 0( ~ oS ~ '......... d :a
'j',e a.rw:;hor dlamfttet,
'oWlO
~N
102
110
'20
140
HIO
C~
FACTOR
1.35
uS
'00
J5S I
HZ 1
Table 9.2 WooO A....O CONCRETE FASTENERS FOR ENCLOSEO BUILDINGS I
LOADS &. ROOF AREAS
Maxim<u1l1\J~' t.o.d _1UIrilMat><e Root Ana fW 1211_ WInd ll>ne (4"1 SF)
ifO< WInd R<o<ol- _ tllM 1211ll1Pl1, U.. C~ioft T_" BadonI 01_ 00Qe1
COlOSECTlHO TO: l'<<lOO lot OP1011 au_
F_ ~0I 'luml>afall'''-'
Olon-_ em_ 1 2 J 4
':A', 2S4,t.5SF 52e.,'3SF <'J2I"9SF 'Q5U.,6SF
':..-. ~-,~ 3.9f.,I:,,'OSF 792#.19SF "W..Z9sF ,sa,..u:.J9SF
';A'. 2.1'2" 56OI.'SSF '32O#ol2SF '~.48SF ,5ACI.I;oISF
5116". " J,;:jI.3SF 02....15SF '!:lU.23SF '2~.JOSF
5116". 1.''2'' 4681.11 SF 9:JS,t.23SF 14OAot.:l4SF 'Sm...eSF
5116'". 2.112" 76()jJ.'9SF I~.J8SF Z:l4CiI.5751' )'2OI.:SSF
3I1l". " J5<i#.1SF 71;:#.t7SF 1~.<851' ..2....j5SF
)tr~ ~.1rr 5341:..135F H)681:.."ftSF 'eo2J..19SF 2,Je,t..52SF
~~. 2.1.'2" B9OIt. 22 51' 178011 . 43 SF 257Ct. 65 51' 3S6Q;II. 67 SF
CONHECTIHO TO: COlOCRETE:1ll1ft. z.soo .,..1 lot Of'!:H BuJ_
F~ ~0I _011'-"
Olameto< em_ 1 2 I J I 4
TYPE 01' FASTENER.'Quldl 5..c" ~ S<;nw RIMt z- _ '" EQUIvoJentl
'fA" ,.,'2" ~.'OSF 4l\U.2115l' 69911ol0SF I 9Ja.A' SF
"A'. 2" T 2101.'ZSF $4Q#.ZJSF ~101.J5SF I,Q8()jI.A1SF
Tn'!!Of'FASITNER'~Sct-. ~T """""'~....
3116". ,.,12" 245.t.8SF Am.1Z5I' rJU.1SSF
Jl16'". 1..:Ji4" 1\7'.651' l3o\,t.1SSF 35l1.Z3SF
'fA'. '.1'2" l6s.t.1SF 7301,'8SF '095I.Z7SF
.:.., t..Jr'.... 4.65#..11 SF 9301-23SF 13U:-3-4SF
~'8'". '.1n- 43".11 SF 51...-21 SF 1311.ol2 SF
3I1l". ,.Jl4" 501'. IS SF 'ZQ2JJ. zgSF 'am1. ~ SF
TYPE 01' FASITNER' u~ _ I~ "- 90<1 '" Ell Iniand
~~. 2.1'2" '205I.zgSF ~4'0I.59SF 361Sl1.Il8SF ~'''5SF
3.'8'", :1-1/2'" ,303OI.J2SF 26061.5451' 33091.65 SF 1~';:#.'Z7SF
''2''. 1" '606I.....SF 381;:#.ii/JSF 541e..'J2SFI722....I:6SF
'.'2". 5" '9S:]#..9SF 3_.9751' 59lSlJ.',48SF\?9m.';4SF
sau. ~4 SF
'Zll/lI.), SF
lAOO1.J8SF
'6601.45 SF
17~.43SF
~4004# . 59 SF
MHO LOAD CO~ TIoJlLE:
F." WM ZooeoiRe<;,.",. 0<:<< ~'2O ~PH (Tabieo Sl1ow<1L
""'"O'Y ',lconIolo <>eG' aM root """'" by " ~ 'acta,
~otr.
T1Ie ITlIntmum diausnce oetweon from h eoqe ~ tt1e c:oocreta 10 lhe
:;;cnI..eII' 01 tt'te concrete at"d'tOI ~ 9d ~ d ~ tt"4 and'lor 6ametet'.
NIHO
REGIOH
'02
110
'20
140
,50
COHVERSIOH
FAcreR
135
'. ,S
t C'O
1118
J,n
Table ~,J Allowable Loads On Metal Faaten~
~~eY"'~1
Sod.T~"'" _Ine s.:nw. ~ L~ r....ile
s~ ~ooo pol; ~::4.OOO f*
, Ietallo IAfttal
OouOle 5I>wt1
- (lbe.l . 'It... I I
~ >68
A,8 ~
57lS 1 ~ ~
."j.& ',46a
751 ',522
1 253 2,508
1.538 l, I
o\::"...
..
'10
112
11.
~~~~-
'57
:09
288
:x,T
:.30
525
~28
11'
511"
j,rr
0==..
..
"'0
012
11.
CCNNB:T1NG:
""""110 PIvwood
,n-. oI't s.r A ply ::J4- _ oIV
5:- (n..,) Pul Out (Ibe.) 5:- (Ibe.l PuI Out (1be.1 Shut (It...! PulOut I!be,j
33 ~ " s.Q '::..4 ,
'00 ' '20 ,9 'A' '5
liS , '3' '8 143 ;.0
132 34 ~57 105
i'OSTS tlI B ~ ""M aot. TS for OP '" 8...
11w1a 801: lr4umbM' of Futeoen
~ J-
.. A. "S'l.A. .:s.LA.
.
J......
1.~..
.1,
us
37'O.~48 7''''20..~1 "~30.J.tl.5
-~,-e4 IJ192-:::'-8 ;9788- /92
l.rogIl\ ~ Bolt to boo''''' 0( POlII.:~' (TYiX3l1
E.'I SHI Build ncA
m ..
ICONNE : tlI B
Thnl Boll
~
"~A. '.SG.Ft.
1;...... ~4S8. ~ 2'938.. i
:.r. 3710.;ao ;-.t20.i8'
,'T. ')...~.'o' 'JI92-_
~ ~ Bolt to Ole Siu 01 ?co< ,,~, (Ty?oC3ll
Aluminum RIwts wfd\ Alum'nUlft /lland,.. ANmiir1um RJv.ta wtth AlLlmjnum ~....
Rl\owtOl..- r""""'IIt:s, ~ iRl\owtO~iT.nsoonliboo,11 S~_ l
'il" 'zg '7S I ",,- I .'0 I JZS
5'32'" ' 57 :53 I snr I j<O I .90
J/1I :61 17S. I Jl1S" i ;.AS I '20
,.SG.Fl
.lAC4 . ' 57
11130.. 271
Screw ""'" ~ "" >odes 01 ~
.. ,A,J barrel ~.c CaAli ind1.i.str.a& QuaUtv. 'Jse ~ 9"0 ranQ. to ~rd"l T,otal '.".. ttlioIJ'.e:u r:A
~. Vse tr'\Mt. ~a Seied ~ V.s. ~ ~ a anc:nor soeaticaOOnI In iJ/iIwlnq;s.
-- \W'umurn e'.dcIe$a at frame rnemoen;s O_O~ lfUmWlUm and 25 c;a. ~;.bdi,
Altamati.... Anqt. and Anchor Sy~ fOl' aumS
Anc/'lOAd 10 Walla. Up~ 01' eam.. s.am.
_lUll Sen.1 ~ sa.
I row.. I ro
[UIlrigl1t/a-
"'0
~'2
112
"'Z
014
..,4
#'I'
~'8'"
Si1fr
''2''
014
5118
.,.
Table 9..
Exll'u$ioft ry".
S1za o.cnp<lon
-IDe '"''C'.xQ.C4S'" I Jl1~
m _ "~ '( 1~ t !/18" !O,063'" JJ1S-
'10 i. '"''( ,. '.( 'is. '0. .2~" :V1S-
3. ~.1fr 1: h'rr '11o-'O.CE2i \.-
3t'I:HI 1.1.rrX1.1rl"3J16"O.1~ li"-
in . '~'rr 1 ~~,I'l" 'r8"(O.Ottl'" ,,'...
<lnt.. t.J,'.. r 1.J.'.. r ':rrO. !zs,"'l J 1,'..
~ncy 1'1:1:'1:10.093. :1."r
3ll( e 'Z' 1 r 1 1i~lO, '~5" I 5/1l:r
3O(;HI Z"xL'r3l1S'"fo.:l1r) I vr
'~911 1-J.'..:t~.Jo'''.X~-J...t1''S- J."r
~ '.rZ.1iS-X'.XO.Ooa- ",r
'.J...tt\annaf 1.1rr'l2~1i8.l1~~ir't!)_C4J. ,rr
~ . ~ :screwI :x) beem., '....aI, JI'rQ/';I ;xC. ~ to C~ l1 ~
Table 9,5 Minimum An<:hor Slu fo<r Ex1tuaions
N.J'C~,.
-, I l
ExIrua""" .v.. U"""M I c:ooc:m. .-
I:'l~ 1.'... #.":4 ~;... i "...
rxo'" ~/... ~2 "... I t'2
.;" t r Jtlo'" .;10 J.'15. .;10
r I 0'" ':J( -esa 3116'" ~ )liS- -4
~ NaJI. ~ ana upOght rr.lf'IlIt'IUn'l anct'IC.f' SIZeS Ylal ~
,;secl fr1t ,.,pet gu1l8t """"""'"
Table 9,6 Alternative Anchor S.1ec1ion Fac10n fo<r
Anc/'lor I Scr..... Sius
\.f.....ta~
,A.nchot SIze :4 1.,0 ,., Z ,.,... 51". i J....
I q . ,)0 J.80 JS.d J.40 ).21 )~1
1'10 lSO lOO I ),72 ).51 J..33).28
012 ),54 H2 ':;() ),75 H<l J.:-<I
I <14 1.46 I ),57 ),75 . )(] l~ J."'"
I Sl1'- J.27 l.J3' 1,48 ),59 '00 'lJ9
Ie" J,21 1.28, ns ),54 H9 ,)(]
AItarr:.li't'. Anchot s.tecdon Facton f<< A.."ld\Qr I Scnw SIus
Conc:::owte I.od WOO4 AllCbor"s
':CQ(lQ"'-.t8~: 2. mulmu", embedll'*lt I
Ancnor S 31"" ~:.... ~'I.
~1 s. , ')0 ~,aJ )50
11.. 1BJ '00 JS9
JIJ. ),50 JS9 l 'JO
IOYHA aot.TS: ~.s.r.nd 2.1:A- ""_ ""oacUvo'Y)
,""""'" Sial Jl1S" I ~rr
I JI'" ' .00 J,48
1.12- ),.6 I I ,)(] l
. \4urtiDt'1 the numbet cI #8 SQ"8'WS x 1'e SiZa c1 ancnorlscrew cesred a.'ld rou."'Id
JQ to d'1e rext ~en nUlT'O<< ct :saews.
Exampje: It (:O);S ~ are rOOuu"9d. ;-.e r-oUJ1"toer 01'-'0 SC""8WS c~:s:
0.8 x 10 % '8l.~O
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(jjZ
>6~
:2 (jj
iQ (jj I.JJ
!J.J!J.J ZI-
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(.) f- t:j f-
gl~l~ ~I
~ f-ICI~
a.. (jj ~ <31
u.,:2 w
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r-Z
0::_
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a..~
0::::::
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,- '"
0... '5 '"
'.n ..,
:;:- a ~ ~
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Q)~;!j3'3
CIJ...=o>:--
~"":;;3
W'jJ:lOZe!,
a@
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g !~J? ~ ~ "-
Q)~~
l... " ::0
3~
ros
....JiJ
V
IJ.U t2 0 2000
Vi~J
51 ET I
7(
\ ,8
Ij
OF
ALTERNATe CONNECT:ON:
(3) #8 SCREWS PER PAN
M111 '" ...INiMUM
E.'<18ECMENT iNTO FMC:A
mROUGH PAN 30XED END
~10 x 1-112" S.M,S. (1) PER
~H OR TRUSS T AJL
;110 x 314' S.M.S.@ '2'" O,C,
FOR MASONRY USE
1/4".1.,/4' TAP-c0N ANCHOR
OR EQUAL @ 24" O,C, FOR
WOOD USE 1*10 X 1.112. S,M.S,
CR WOOD SCREWS @ 2'" O.C.
S<ISTlNG HOST STRUCT1.:RE;
WOOD FRAME. .'MSONRY OR
omE.q CONSTRUCTION
PAN ROOF ANCHORING DETAJLS
I
~.--
;;r=
I /; "
EXlST;NG TRUSS OR RAFTE.=t
SEAlANT
:13 X 112" S.M.S. (3) PER PAN
(BOTTCM) AND (')@RJSER
(TOP)
HEADER (SEE NOTe 3ELCW)
KOOF PANa
:13 X 112" S..'.4.S. (3) PER PN4
(BOTTCM) AND (1) @ RJSER
(TOP)
EXJST;NG FMC:A
SEALANT
\ PE.~ PAN
~ RISER
E sacw)
ROOF PANEL
:13 X 112" S.M.S. (3) PE.~ PN4
,50TTC/~) AND (1) @ RISER
(TOP)
ROOF PANEL TO WALL DETAIL
NOTeS: ROOF PANELS SHAll 9E ATTACHED TO 111E HEADER WI111 (3) EACH:I3. 112" LONG
CORROSION RESiSTANT SHEET METAL SCREWS WITH '12" WASHERS. ALL SCREW
HEADS SHAllSE CAUL"O::EO CR SHALL HAVE NEOPRENE GASKET 3EiWEE.'1l1-!E
WASHER AND mE PAN, PAN RJBS SHALL RECEJVE (1) EACH #8 X '12" SCREW EACH. l1-!E
PANS MAY BE N-lCHCRED mROUGH BOXED PN4 WI111 (3) EACH #8. ," OF mE ABOVE
SCREW TYPES AND 111E ABOVE SPECIFIED RIZER SCREW. #8.9/15" nx SCREWS ARE
ALLC~ M A suasT111JTE FOR #8 X 112" S.M.S.
ROOF PANEL TO FASC:A OEiAIL
~ ~~t
1*10.1.1.12. S. M. S. OR WOOD
WOOD SCREW (1) PER
~R OR TRUSS TAIL
1*10 X 314" S, ~.4. S. OR WOOD
SCREW SPACED @ '2'" O. C,
FOR MASONRY USE
1/4'. '.1/4" TAPeON ANCHOR
OR EQUAL @ 24' O.C. FOR
NOOD USE 1*10. '.112" S,M,S.
OR WOOD SCRE,VS
@'2'"O,C,
::;<ISTING HOST STRUCT1.:RE
WOOD FRAME. M.ASONRY OR
ornER CONSTRUCTION
COMPOSITE ROOF ANCHORING DETAILS
;:-
ui~ /
z'a.
~ig
ROOF PANEL TO FASCIA DETAIL
~ /~J~-
~;i
E.XJSTiNG TRUSS OR RAFTER
#3 X 112" S.M,S. SPACED
@ 8. O.C. 30111 SIDES
ROOF PANa
:13 x 1/2. S,M,S, SPACED
@ 8" O.C. BOni SIDES
EXISTiNG F ASC:A
#3 x 112. S.M.S, SPACED
@ 8" O.C. 90ni SIDES
ROOF PANEL
#3 x '12" S~"',S. SPACED
@ 8. Q,O. 30ni SIDES
ROOF PANEL TO WALL DETAIL
~OTeS; wooo STRUCT1.JRES SHOULD CONNECT TO TRUSS auTTS OR mE SUB-fASClA
FRAMING WHERE POSSIBLE ONl Y 15~ OF SCREWS CAN BE OUTSIDE l1-!E TRUSS
BUTTS. SU8-fASC:A AND lliOSE AREAS SHALL HAVE DOU8LE ANCHORS. AlL SCREWS
,NTO mE HOST STRUCTURE SHALL HAVE MINIMUM 1.1/4" WASHERS OR SHAll 3E
WASHER HEAOED SOHEWS.
HEADER INSIOE DIMENSJO,'I SHAll6E EOOAI. TO PANEL OR PANS "\", l1-!E WALL
T1-UCl<NESS SHAll6E mE THlCl<NESS OF me ALUMiNUM PAN OR COMPOSITE PANEL
WALL mICKNESS. HEADERS SHALL se ANCHORED TO mE HOST STRUCTURE WITH
ANCHORS APPROPRlA TE FOR me \IA TERlAL CONNECTED TO. TriE ANCHORS DETAILED
ABOVE ARE BASED ON A LOAD FRC!4 '20 M,?,H. FOR sac SECllON 1606 FOR A
,IAAXlMUM POSSIBLE SPAN OF mE ROOl' PANEL FROM mE HOST STRUCT1.JRE.
EXISTING HOST STRUCTURE.
wooo FRAME. MASONRY OR
ornER CONSTRUCTION
l' FASCIA ,MINiMUM)
SREN< FORMED METAL SAME
TI-lIOKNESS AS PAN
).1IN,MUM) ANCHOR TO
FASC:A AND RIZEq OF PAN AS
SHOWN
"8. 314" SCREWS ~ 6. O.C.
"8.112' SCREWS @ 6" O.C.
'<OOF ?ANEL
..J_
UJ t:
~a;
J.a
L_____
-s.-
---
\
"
\
\
\ \
\
"
\
L'-L TERNA TE ROOF ?ANEL TO WALL DEi AIL
HEACE.~ (SEE .,<OTE BELOW)
#3 x 9/16' S.,\,I,S. @ 8" O.C.
FOR MASONRY USE
1/4'.1.114' ;A?CON ANCHOR
OR EQUAL .@ 24" O,C,
FOR WOOD USE 1*10.1.:/2"
S.M.S, CR WOOD SCREWS
@ '2" O.C.
NOTeS: ROOF PANELS SHAllSE ATTACHED TO mE HEADE.q WI (3) EACH #8 x 112" LONG
CCRROSION RESiSTANT S.M,5.NI 'f'):' WASHERS. ALL SCHEW r<EAOO SHAll BE
CAULKED OR SHAll HAVE NEOPRENE GASKET BE1WEE.'1 mE WASHER AND mE PAN.
PAN RJas SHAll RECEJVE (1) EACH #8.112" SCHEW EACH. l1-!E PANS MAY BE
ANCHORED mROUGH BeXED PAN WI (3) EACH #8 x '" OF l1-!E ABOVE SCHEW TYPES
AND mE ABOVE SPECiFiED RIB SCREW.
(/'J
C<(
l.lJ~
=2
~ ~ (/'JI
(/'J "... '
0::"" ~
W l.lJ zl<(
>~Ow~
c.....-
I' ~ '= C
'-' I' "
1'-' - r---
c:;wz
~IO:: c C
~ ~IC_
...... (/'Jlc ~
Q.. IN CI
(/'J~ w
~- (/'J
a ~It
Q..~
0::::
<(<(
u
. ....
w ~_
. - ~
D- ~ ~
':.n ~
~~ ~ J: ~
Q,) <..l 0(' :::
c:::-;:'r~
....32:;;;.i
"':5>-:--'~
Q,):l..<-;;";'
!I)o~g~
...../._--
. ~:i ClJ ;t;
W '-IJ 0 Z!
~ '" ~ ~
Q,):l:'g~....
U '-IJ'" ~
c::: '-IJ ,.. iiJ
Q,)~~-
I... ~:o
:::"Jd
C'Cl s J..
-.JG
OF
'8
i
-4-
I
I
i
3. COMPOSITE ROOF PANa
(SEE SPAN TABLE)
FASTENING SCREW SHOULD
Be A MIN. OF l' BACl< FROM
T1-iE "DGE OF FlASHING
STRIP SEALANT BETNEEN
FASClA A."<O HEADER
;a x ~.'"Z" ,>LJ. ?1JRPOSE
SCREW@ '2. O.C.
BREAl<fCRM F1.ASHING
I /
/ /
/ /
/
5. ~O.
I
i
?
NOTE; NHEN SEPARATION BETWEEN
DRI? EDGE ANO PANEI.:S
LESS n-v.N 3/4. T1-<E
F1.ASl1ING SYSTE.l,4 SHOWN! S
REQUIRED
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
1. FlASHiNG TO BE iNSTALLED A MIN. 5. UNDER T".-iE FIRST ROW OF SHINGLES.
2. STANDARD COIL FOR FL'>SHING IS 16. .J19 MIL COIL
3. FIRST ROW OF NAllS WIU HAVE TO BE REMOVED TO INSTALl- FL'>SHiNG PROPERLY.
4. FlASHING WIU BE iNSTALLED UNDER T1-iE FEI. T PAPER '....HEN POSSiBlE.
5. HEADER W1U Be PIJTlY TAPED AND CAULKED EVEN THOUGH FlASHING is TO
BE iNSTAUE0,
6. :F T1-iE DRO? FROM T1-iE EDGE OF T1-<E SHINGLE DCWN TO mE ,O? OF 11-'E HEADER
IS ~RE 1l1AN 1.T1-<EN THE DRIP EDGE WIU HAVE m BE BROKEN TO CONFeRM
TO T1-iIS DRO?,
7. 'b'HE.'1 USING FlASHING THE SMALLEST SIZE HEADER AVAJL\BlE SHOULD BE USED 12.
03 MIL ROlLFORM OR 8. SREAJ<FOR.... IS BEST SUlTEO FOR HEADER SiNCe iT
KEEPS THE F1.AP U? OF THE HEADER BACl< FROM THE EDGE OF THE Fi.ASHiNG.
6. ,'lHE.'1 SEPARATION BEnVEEN DRIP ffiGE ANO PANEl. FlASHING is REQUIRED lrZ"
SEPARATlON MINIMUM.
9, STRIP SEA~T BETWEEN FASCiA AND HEADER PRIOR TO INSTAUATlON.
(3) #10 x 2 llZ' S,M,S. .~
RAFTE.~ TNlS OR Z" O.C. MAX
WI 2. x 6" sua FAClA
-L(
RECENlNG CHANNEL OVER
SEAM ANGLE PROYlOE 0,060"
S?ACER @ REC8VING
CHANNa ANCHOR POINTS
ANGLE. ANCHORS, ANO
RECIEVING CHANNEL PER
SECTlON 9
MINIMUM 2" x 4' FASCiA
NOTCH ANGLE FOR OU1TER
MUST REMAIN FOR ANGLE
STRENGTH
2" x 3" x 0.050" MIN, WI (4)
#10 x 31.. SJA.S. FOR u.RGER
BEAMS USE (BEAM DEPTH +1)
FOR NUMBER. OF SCREWS
(SEE SECTlON 9)
C;'~~-:-:LE'if:::<cD BRACS CCNNEC-:-1CN "~ F'/~.SC:A :::ND '/Ir='I'/)
PAN ROOF ANCHORING DETAilS
RIDGE CAP
HEADERS ANO PANELS ON \
30111 SIDES OF 3EAM FOR
GABLED APPllCA TlON
;18 x 9116. TEl< SCREWS
.~ PAN RIBS eACH SlOE ~
CAULK AU EXPOSED \
SCREV'i HEADS r---
-l"
L---:
I
;a x lrZ" S,M.S. (3) PER PAN
AND (1l AT PAN RISER
ALTERNATE CONNECTlON: #8
~ '.1/4' SCREWS (3) PER PAN
,NTO BEAM THROUGH BOXED
ENO OF PAN ANO HEADER
'ffl;EN FASTENING PANELS
OR PA.-.S TO WOOD PlATES
SCREWS SHALL HAVE A
lAlNIMUM =:MBEDMENT OF '"
FOR COMPOSITE "'OOFS:
1i10 x It + ~ I2j S.M.S. WI
'.1/4"\3 F=:....DER WASHERS
@ 12" O.C. :LE....G111 =
PANEL THICKNESS" 1")
@ROOFBEARINGElE.'<lENT
(SHOWN) ANO 24. O.C. @
NON-8EARING ELEMENT (SIDE
WAUS)
I
4
l
SEALANT
PAN HEADER (BREAI<-
FORMED OR E)(T,)
ROOF PANEL TO BEAM DETAil
\1
/
I
:
PAN OR COMPOSITE "'OOF
PANa
;18 x 1.12" S.M.S. (3) PeR PAN
AlONG PAN BOTTOM
feR PAN ROOFS:
(3) EACH #8 x 1rZ" LONG S,M.S.
P€.~ 12" PANEL
I
I
i
-+
ROOF PANEl.
;PER. TABLES SECilON 7)
SU??ORTING BEAM
;P=:'~ TABLES)
ROOF PANEL TO 881M FAST:=NING DETAil
3EAM TO MiN, POST
(SEE TABLE 1.6)
ANGLE (SEE SECTlON 9 FOR
SIZE ANO NUMBER OF
SCREWS) ANGLE LENGTH
EQUAL TO BRACE DEPT1-l
PLUS (+1". ATTACH EACH
ANGLE TO FASClA P€.~
SECTION 9
MINIMUM CANTllEVE.~ BRACE
2" x 3. x 0.050. OR EQUAL TO
POST SIZE IJSE:BRACE
DEPTH +11 REQUIRED
NUMBER OF #10 x 9/16" S. ,'A. S.
EACH SIDE
SEAM TO WALL CONNECTION
(SEE SECilON 91
ES
-'-I~
!' I 1
, I
I (
o 0
o 0
o 0
o 0
^
A
( .
.~
~
o
o
o
o
o
o
o
o
o
>=
:l.
.J.J
a
.J.J
l)
~
:0
3
,-'
3 = OVE."I.l-'ANG DIME....SICN
A = WIDTH REQUiRED FOR
GU1TER
CANTilEVERED BRACE CONNECT10N TO WALL AND FASCiA DETAIL
(/)
0-'
w-<
J::::
(/)Z
~-<
(/);2 :3
o::(/'J -
W w Z[-<
>~cGj
8 ~ t:10
uCr--
C:::Wz
i=O::oc
-<f-o_
il.(/)Of-
;2N(.)
(/)~ W
f-- (/)
o::~
0;2
11.-
0::::::
-<-<
U
w~ _
. - ~
a... :i ;;
'J) '"
:="~i~
Q) \J ot:' ::::
c:~a!;g
c 1.lJ r- :.:.I It')
Q.) ,~ :( ~ ,~
C03~;j.:e
. '~ ~~;
W ClJ is z co
a(f.l~X
Q):l:~'i:1
() 'J./ '"' JJ
C:JJ"'1j
Q)~~'"
L.~J)
~ J.I 0
iO '" Ii
....JG
OF
[I
,,/
12"
f
[I
,/
12"
f
I
.../
12" WIDE x VARIOUS HEiGHT RISER [INDUSTRY STANDARDl ROOF PANEL
SCALE: 31'0' = '"
12" WIDE x 3" RISER !NTERLOCKING [iNDUSTRY STANDARDl ROOF PANEL
SCALE: 3116'=1'
Allowable Spans (~ Industry Standard Rise<' f'anels fot Vari<lus leads
Aluminum Alloy 3105 H.14 or H.,5
1.U.- x ~2. 'l ()JlU- Rlut ~snej.
Table 7.1.3 Allowable Spans fotlndustry Standard Ri...r I'anels (01 Various Loads
AlumltNm Alloy 3105 H.14 01 H.<5
102""",~.
1~l! "'P,!-f.
120 """H,
13O""i'X
1A0 ""..,~.
150 "".. H.
Tabla 7,1,1
'Mod
~
O<>on ekJ~dl",""
~pil'" Overn""'il Conoltlon
Lo.cl 1 & 2 1 . 1lIu
5_ 5_ 5_ CMrtlI_
\1 ...". 0'.,' '1.<:, or....
20 "-<I' ';,9" 5'.1" or.<:,
;A ",5" 5'-$' 5',1' t,'"
:J 4'.7:' S'-r 5".3- ~'.".
12 )'.11. 4'..\'- 5"-a" ".10.
31 3',9" "-<I' .',9" ",9"
IIInd
Rl'<jion
102 III'" ,H.
110 III," ,H.
120 III,",~.
1301ll.",H,
1A0 III,"H.
,SO III.",H,
H"" x ,Z- x 0,021" RlN< Pooel.
O<>on ekJildl",..
N1ncI . ~J;l OvwlI'nQ Cond/tlOft
~ILoN 1&2 1 . 1lIu
5_ Soan Sosn c.n<l~_
102 """,H, \1 ';.;;' 0'.9" '1.,,' ]:.1'
110 ""..,~, 20 5'.<:, 5'.5' '1,1' t,s'
'21Ili1.J1',H, :A .'.'" 5'.,. 5',<:, ]:...'
130 ""....H, ::J "-II" 5',9" 5"'0" t.<:,
1<10 """,H. 31 .'-5"';-0" 5',1' t,'"
150 1Il",H. l1 ".J' ';.J" ,;.... "",'
,.,,,' x,Z- x 0,a32" RlN< Ponels
HInd
,~on
102 III," H.
1'011I,...;1,
'20Ill,....H,
130 III,",~.
1<10 III,",~,
150 .....,~,
Enclo<IH ~
Awl*' o-.manQ Conditlon
LoN 162 1 . 1lIu
Sp.sn Soan Soan C>ntllcveo"
~ ,~,,'!f l.'j- Z..- .)".'0-
3S ".7 ]:,<:, ]:.<:, Y.'a"
.1 ,'-a- tq 2',,'1.'1'
..1.1 ~'.'" 1'.,," 1'-1,' ,1.':1'
,. '\'-11" \'..(1' ,'..0" '1-8'
s.4 I 1".S- ~'-'~ ~'-'r (1-8-
13- x ~ z.- x 0.01 g- RlHr F'ao.ts
O<>on Bu'klI~
Hlnd:~ ~Condlllofl
"'11I_ LoN 1 &2 1 . 1lIu
Soan Sosn Soon Can<L~
'r!.-'" , 3".,' , 3"..." ,,'..1,'
\0',,' '2'';;' .t,'/' ,'.'1'
,.~ ''''.~ '''Z.1J'* ...~
7-a- 1 ".Z. , ".s~ 4'-;:r'
~-..,. Hl-r 10'.'0 4'.(]'
3',<:, \0'.2" .0'.... 1,'0"
'02 "',.. H
110 "',...~
'~"'.".H
130 "'...~
~4.Q ~.P,H
'50 III,",H
,7
10
:A
II
'2
31
1- x , r x a.oa- "Us-at PanelS
102""",~
'10 ""..,~
"2'O~.H
"30 "'...,~
, ~<IO liI.JI'.H
1~liI.JI'H
fabl.7.1.5 Allowable Spans (or Industry Standard C:eated I'anels (or Vari<lus toads
Aluminum Alloy 3105 H.14 or H-<5
I.J.'A" x IT 1 0.01" co_...._
0_ Buildl~
IIInd Aw<1.d ~ Coodllloft
~lon load ~ S~ S.,:" I ~:..... ."-I\lion
'1 r-O" >'.T '1-'5" 1-'5"
:0 r.r 3'.1(1' '1-(t" 1....
:... s-.:r i"""'- t !J''"''-'~ I 1-'('
:t If.~ r.\1. d".'" i !.(f'
:!2 S"-'- I "'-0- I r~! ,.1cr
31 ~.'fJ' I ;o.-r ..,.~. I l.~
Nlnd
"'Ill"'"
En<:lowd Bu'kli~
Apptlo<l ~.~ Co_
LoN 1&2 1 A lfu
S.-. s~ Soon ~
:4 '1.10' lO'.IQ"["..,. ".<:,
3S 11'...' ,(1'....,,0'.1' 1,'"
4' 7.g- I 9"-'~. j-"
... r-O" '1-3. '1,5' :-11"
)I l r.,. ~.~(f' 8"-1..,. "t-4-
S4 6".10'" :roSe if."" I-T
102 M....H,
'10Ill,",H,
'21I"'P~,
130 IIIP,;1.
\<10101"',;1,
l~III,..,H,1
l
..,/
12"
INDUSTRY STANDARD CLEATED ROOF PANEL
SCAlE: 3110' = ,.
Endosed BU4Idln~
Nlnd ! Aw<~ ~A"'I Conoltfon
I LoN 1!.2 1 . lfu
SOAn Sou SDM C.arrtr.v.t
l02ll1P~,1 10 : 5'.3' I r~ r,I(I' 2'.\ \. I
1110 IlIP.!'(. ~S 5"., ,., r....... "'..i,- 'l.r I
i '20 llC.P,H. ., ;-.r 5".~,. r-l. 4~
no "JI,~. -:..t (S'~. of.-'- t -r~ :-.0-
i~4G"'.P!'t. 54 ::'.1. 5'.).t~..J.. -:~S
I 1SO ...2_:1_ S4 '4'.~O. 5".\'" I If.l. ft.).
EncJoc..d Buildlnqa
Aw<led ~ Conaitlon
LoN ,&2 1 . !JWl
Sp.sn Soan SOM C<1Ml........
~ 4'~ S-T- S".~ I l.t:'
~ ........ ~... S".~ l-ff
'1 .'". Nt' 5'.<:, ".\,'
.tI :r.10- ....'1" ..'..1fJ' ".'0- I
sa J'-a- "-0" .'-8" \','1'
S4 ?.tr ,,'4- "'.S- 1'~.
~ BwklinQli
HInd 'Appt\;;, ~.~ C4ncrtlon
"'o<oJon I Lo.cl , & 2 1 · ..
soan SOM Span ~
'02,......,H :0 "1..(1' 'Z.<:, 'Z.5' .'.a-
no M.P_H 2S 1-5- ,,'_r '1'.~Q 4'.S'
120~..H .1 !'..,a- '0"." 1.. ,'.2"' ~-'l'
130 """H ... 11',5' .0'.... ,rJ.r J".' l'
I ~A.O M.P,H )I I r.'," ~,'f1" 10'." 1-~
, '50 ""..~ i4 T r,r 'ro;' "1.1' ~.r
1-J.'.- .. , Z- x 0.02" C".amd P~ie I
0".., Butldin<oa 1:nc:iowd Bu'idln"" I
IIInd 1.1 Aw<iod' 0.."'-""'1 Conaltloft Nlnd; Ao..~ O....m.nQ ConoIllon !
~ion Lo.cl 15"!.'~ S"~n 5"~' ll..~_." n 1 LoN 1!. 2 J · I lIu :
_. ..... _. ~ .,..ao I Scan Sc.an Soan CMTti~ I
102 M.",H, \1 'J a-.S' '0'.,' .0'.7"' :.". 102 "''p,H./ :0 ''1,,,' 3'-8' 3',I(J' )'.).
"0 MP.H. ~O i a-q 9'.,,' '0'-'" )','1' "'0......'1, :S I 5',3' I 3'.J' I 3'-5" I )',<:'
'20....P.H. :4 ; 1"_"" T-.4. lJf" I t-r 'ZOlllJl,H. 41 0'-"). r-~ Ir.~,.l l."-
130 III"',H. :1 r,<:, 1',.(1' '1-O"T J'.... '130 III....H, .. 5',,,' r.... r.li" :,'(J'
1<10 II.",H. '2 1<1'.1(1' 3',5' 3'.r! 1,)" 1<10 lIP,H. ,. 5'-8. 5',,,. r.t' I 2'-11"
,~ M"',H :7 ill''''- I 3'.1' 3'.3" )'.,' '50 "P.H, SO I 5'.5' 3'~' 6'.1(1' ;:.1'
Open Buoldinqs
HIM AoPdod\ ~_ Conaltlon
"'1II'on Lo.cl " 2 1 . 'Iu
Sosn S...n Soan C~
102 ~.?,~ ~7 11".~0" '4'~. ~4'.1, ~q
,,1) "'.P.H Zit n....' ,:r." '4'.)- :;q
"20 "'.jlH~ a 1~-it' \3".r ~J".:J 'iq
13-0 ~.P.H 21 ~O'.,. 'Z..F;' '''Z.'' 4'-rr
~A4 "''p,,H :u ~..,., ,'." '2"-'" ),.'-0-
150 M,P,H 317-t!:" 11'-.4" 11'.r .......
I)- X 1 r x O.03r CUsar PV'IeI.S
Open Buddlnqs
HInd ~plle<> ~ Conalllon
,R..."'" t.o.d " 2 1 , lIu
Span Sosn Soan C>ntllevwr
'02 "'.".H 11 '2',"l' '5',"1' .'1..' 5'-0" 102""".H :0
110 "',".;1 20 '2'.<:, .,;.()" .5'.... 5'-0" 110 """.H 3S
120 ",".H :A \ ,'.Ii" ,".2" ...,5" ,;.()" 120 ""..~ .,
130 IlI.P,H a '0'.'0- ')'.5- '3"~- ~..o- UO IIl.P,H 4
~4Q "'.?,H ~2 ~0"-.4' 'Z.~ 'J"..rr 4'.'0- 144 '-lP,H ;.I
lSO .....,H 31 "1.\0" I]:,r ']:.5" ..~. 150 ".".H SA
~"'., -otaj",a ~ _' 'OO<t1 _ cAJS'N1lll"- oO..s~_
Open ekJildl",..
N1ncI Ai'~ OvwlI.no Condltlon
~ Lwd , .. 2 1 . llu
Soon Span SOM C>lll1levwr
101 ""P.H. ,1 5'..(1' r,J. r,5' 2','1' 102 ,",," H. :0
110 liI.JI',;1, 20 5'.1' 3'.1" rq 2'-8. ,,0 III." ,H. 3S
1211""",'1, ;A 5'.3' 6'-0" 5'-11" 2'-0" 120 III'" ,H. .1
1:lO liI.JI',;1, ::J ,'.,,' 5',<:, 5'...' 2'.... 1101ll.",H. ..
1"""",~, 32 ,'.9" ,;..0" ,;.", 2'.J" 1<10 III,"~, ,.
150 """,H, 31 ,'-II" ';,1' ';,'1' ]:.<:, lSO III"',~. SA
~ ....otaI red caneI'MCth a roam 'Mdl11 Oius waII-....ad'1 piUS ~
En<;lou<l B~
I Aj>pllod ~ Conditlon
LoN 1102 1 A ......
Spa<> S_ Soan C.".,........
".I(J' Il'q 5'.2" Z,J.
"-11" 'S,'I' 5'.'(J' t.<:,
...... ,;,,'';'''' :',.
1,.'--;:' 5"-'. SO.S' "_1 ,.
3".1'- 4'.,0" ,"..,,- ".10-
J',9" .'-11" ,'.9" .','1'
HInd
R>1lI on
Table 1.1.2 Allowable Spans f~ Industry Standard RI.... f'atlels fOl Vari<lus loa<ls
AlumInum Alloy 3105 H.14 or H-<5
HiT x'Z- x O,01t" Rio<< Ponets
~ BUildl~
102M....H
110 1Il",;1
120 III....H
130 liI.JI'.H
1<1011I,...;1
150 III"',H
102li1.J1'.H
11011I.",;1
120......H
1:101II....H
,<10 liI.JI'.H
150 ""..,~
WInd
~
-'I>ll-
LoN
, & 2
Sc>M
5".1-
'S,'I'
5',5"
5',<:,
4'., ,.
('~.
~ CondItlo<'I
1 . loIu
Span SOM C<tnu:.......
t.li" r.r t.,'J"
r.'. 7"-J. 't-fr
'1-11" '1,'0" 2'.1'
5'.... 0'-0. Z-5"
5"-1. ij'-~ Z4.
5',9" 5'.\1' t,<:,
'1
20
;A
::J
:2
l1
Mod
~
1.'1r. , r x O.03r ~..., P,neia
~ Buildl~
IIInd
~
HInd
~ion
10211I"',1'
110Ill,",H
1201ll....H
1101ll....H
1<10 III....H
150 11I,",1'
Nlnd
RI\llon
101111....H
110Ill,...H
1201ll....H
130 III.",~
140 "',...~
150 M....H
En<:ioHd &Illdl.....
Aw<~ ~ ConaJIjon
LoN 162 1 A Ill..
Spwo ~ ~ CMTti........
30 'S'q 'f.r so...... l'....
lS .'.r 5'."- II'q t,3'
" "-0' 5'.1'';-11" 2'.,.
, ... ".3' 'SoJ' 5'.5' 2'q
51 .."-,. '1..fJ" 5"-',. ".,.,.
54 :r-"- 4~p1(1' "~11" ".10'"
WlncI
~"'"
102 .....H.
11011I,"1'.
120..... H,
130 III," H,
'<IO""",~,
'50 "'''',;1,
102 III'" ,H.
110101,",;1.
120 """.H.
'30 III,",H,
HO".P.~,
\~ lU'.H.
~ -....
Aw<*' ~ Cooclllon
LoN ~~ I';" S~ C~~
30 S'.~. ~-II" Il'.'lt' 2'J;'
3S 'S.7: 5'.... 5''''~ 2'oS"
41 ".10. 5"-". 0'.,. l.Js
... ....,.,;-8" 'S."l' 2',2"
se I .a........ 5".5-~.if" 2'."
;4 I 4.-r r.r ~.T ".1'.
J' I 1Z- x 0.0:.' ru- P..-
O<>on ekJiIdll9
HlncI A;>\>II.d ~stlCJ ConCllloft NIncI
RI\llon Lo.cl ~~ S~ .:... c.n~... RI\llon
11 'Z-7 '5',7 Hr." 5'.()" 102"''',1'4.
20 'Z.<:, 1,'.\1- 15'.T 5'q 110......H.
a \1',,. '.~.r '~''>' 'j.()" 120Ill,P.H.
21 nrJ.'(I' '3'.5" IJ'-II" 5'.()" 130Ill,".H,
]2 ~0"4. ~?rr 1:r-a- t"..10'" ~40 ".P.Ji.
31 "1.1(1' ,Z.<:, '2',5' ..~ '51""".1'4.
10211I...1<.
110101"',;1,
1~".PH,
130 "',...H.
1<10 ..,,,"-
'50 ".PH,
filM
Rlllion
EnciCMd BUildln,..
App<Iod ~'nQ Concillooo
LoN 1&2 J A I ....
Span S..... S...nIC_
H1.r 'l'p'~ 13"-4. ....1'..
'0'.," 'Z.S- rZ-fr ~-#'
'1~ '1'.:r 1'".~' J.'~
'r.()" ,,'.<:, 1'1..... ".T
5'.1' '0'.1' '0"'0 .'-7'
~.'l:' 1l]'." H7..... r.,fl'
1.J.'." x IT 1 O,ll.JZ- c:..tsd Psneis
Oooa BOlldlnoos Enci~ BUIIdI..,.
HInd Aw<J.cl! Ov.rloAnQ Con<lilloo Nlnd I~OiJedl C'vw1>AnQ ConolIfon
"'lIIion LoN l' 2 1 . I lfu R' ,__" l' 2 1 I. 1lIu
Soan 5_ Span ~ 'Ill"'" ~ S...n Scan I Soan ~_
'1 "1." ,,'.2" "'.5' ,.oJ' 102 .....,H, :0 rJ;. "1.... "'-II" J'-O"
20 5'-8" 10'-'3' 'rJ.11 ,'.,' \10 "P,H, ,S r.<:, '1"(1' >'.()" 3'....
:A 3'.<:, '0'.,' '0'.:]' 3"'(1' '21I.....,H, ., 5'.'1' 3'.... 1:r-'5" 1-2"
:I r.'I' >,.1' >',9" 3'~' '30 III"'H, ... '1.,' r",' 5'.,' 1-0"
!2 r.... 1-1- 1'-J- r-~ ~4.0 ,.,pl"4. $1 i 5"-,- 7"-fS" 7"Jj- ?_H:r
31 rot' 5'-11" 3'.''J" J"...' '50 "'P H, SA ! 5'..0" "',r .,..... 2'.'1'
'tQ1a:: i eta rod car.ef 'OO"l!ttl 'II r'JOm IrW'Otn ;JIUS '~ ~ ::IlA CV6I'f',aroq.
l02li1.J1' H.
110 MP,H,
,120 101,";1,
1130 11I,",;1,
1'40 1oI,"H,
11~MP.;1,
HInd
Enc_ Bu'~
Aw<lod 0v.rl0"""J Cond_
Loed ~~ S~ s:'" lfu
",.5' "'-11" 11', \1
8'-1 1. ~ ,'.1- 1 ,'-.4'
5'';;' '0'-0" lrJ-II"
5'.1' "1.". ,O',r
r-ll" 'r.S' 1-11"
r.... '1-0" ",.3"
1.,iT.'Z- x 0.021" RlN< P......
O<>on BuildJnoos
Apolled ~ Cond/lfon
Lwd 1&2 1 . lIu
Span Span Soon CMttiI_
\1 0'';;' 5'-0" 0',2" J'.,.
20 6'.<:, r-l!>' r.I(I' 2'.".
U 5".,0- r.)- r-4.- z.""
a 5'-11" '1"(1' 6'.". 2',1'
32 ! 5".J. S'-a' "'-d- l-a-
31 5'.rJ' 5',)' 0..... 2'....
Table 7,1,4 Allowabl. Spans fOllndustry Standard RIser I'anels for Vatious lNds
AlumInum Alloy 3105 H-<S
3.. 1r x O.g". ~1aer r'-anela
Oooa ekJIldl.....
AoP'*' ~ C<ln<lltIon
LoN ~~ S;'" s:... c:_
,1 "..5- ','.,. ~4."'. '!Iq
20 (1'..(1' IJ'.5" 'J'-II" 'Sq
Z4 10"-J. ~7-S- "2"-". ....H1'
:a "1-11" "'." 12',3. ,'.r
:l2 "1.:]" ,',5' , 1'.1' ......
37 8".10- 10".". 'lop'. 4'-7:'
~
30
3S
"
...
51
~
".5"
".J"
J'.,,'
1.<1'
7-;""
3'.5"
Enclosad ekJlIdlnQS
AwiJocI ~ Cond_
LoN ~~: s:'^ 5:'" lfu
F:t-r 13".," ,3".....
.0".'- '7.S- 1Z..a.
"1-11" "'.'1" 1""1'
'1~ ~1'.2" 11......
3'." 'r:f.r '0'..0-
11',2" '0'.,' .rJ....
os
JS
.,
..
sa
SA
~~1"
",7
"-II"
<'.T
r.q'
);',.<7'
HInd
EncloMd ekJlld1noos
~P""edl o-.monq Conartlon
LoN , & 2 1 . "'u
Spwo ~ SOM C_t..,.,.
",9" r,"!' .,.,3" l."l'
S-?"' S"-H)"' 5".,.. l.r
5".2"1 ~.<;": ,,','/"'1 "';'_
J.'.'~' ':..... I ~.~..: ~. .I."
J" x 1Z- x O.OJZ' RIso< PonoIs
O<>on ekJ,ldll>QS EncloMd Buddi",..
Mnd ApO',ed! o-,..,."aoq C;)t1o,lJon Nlnd I~edj o-..mano C~d>Uo..
R...ion Lo.cl ~:.~ S~ S~ can":....... Rlllion I Load ~~ S;." s:'" c..=....
"02 '-1.P l'4. ~T 1)''''. '6"."- 'r.r\ r4" 'Q2~.jI.Jo1. ~o "'....\ 14'."\~"""'.' !..fJ"
110 ,",,"H. JO .1q I '0'.1'1 :5',,'1 S'q '''0 ......,H.I JS I1rJ,Ioi \J'....,'1-3. 5'q
I~~~~.j:i~.! :4 :'!'."'C;-'2..j~':':--5'" ..~I ~~~'~~'I 41 "C".1.!'~.;ai'Z"_~D" :,...'rr
1'30"'.~~. :s 1'~'-3-!~(',).~~4'~-: :'-{l. :~~3~..P._\of. ~ 11-3. '~'." ':-r l'-r
i~.ttj~.?"4,1 :2 ~ ~"-"!':r.'1";'J".~'.' ~4' ~.4.Qa.e.P"i.1 :4 : 7-2'" ''''J.j,~'.,. r......
\150.....?H,1 ~T ..., ':r.','~~J'....~1 ~,."," 1"~Q'.c.?,!1. SA. ''f.',a- ',C".'ci'1,,'.;-;r ';:-r" ]
~a: :o!31 ~ :at"ar MOth ~ '"'"lQm""IQd'l :;IU$ -Nall...~ ;;:hA OIfQfT':ang.
102 ,..,.. H.
110 ",",H,
12011I,;>.;1.
oaW..P,H.
~~"'.,.,H.
15OM,P,H.
'Jot",
:APDJ1~
Lo.cl 1" 2 1 . 1lIu
S".n Span Sosn CoVTlll_
'1 5'-1" :f-r ~'.~ )'.J- '02 "'.P.H ::0
=.lJ 5'-3. i'.2- d'-4- 1'," ,,1) ....,p,H :is
:.. ')_..) (.:r- T-l" T-'" !1201e4'''~1 H
a 5'-""1 ,- 4. r..ijs t.rr' 130 'lt4.P' H. ~,
!2 S".,:s-TS"-,'. ,., Z'Jj" ~4QJIlI.P.!-t SI
J1 5".5"'-15"0.3. 5".10" l..<je 1154k1..P.H Sol
~~ roci pM\f3l/l'MIJttI :I: room 'MC1tJ'1 ~IUS 'oKaI ~ OIU!i ov81tlanq.
::Nemaoq Co>nditJO"
~loft
..""
.::.~ 1:'.1'"
""-0.
:;.0- \ ;'.~ \
(f)
C-'
LW<(
I-
(f)Z
od<(
(f)~ (f)
,..,.,(f) LW
tt LW ZI-'
>O::CCD
C.....,-<(
U~t:1-
Iu 0 /'0-
C::LWZ
r::,0::1- c C
<((f)25r::
11. NU
,,.., 2 LW
.."....., (f)
tyZ
C2
11."""
0::::::
<(<(
U
w~
Q.
OJ
~ N
~ ~
~..~ ,t
(l)t.l,(
c:f-Z
c:39
(l)~~
!JJ3~
~5
1lJ~~
(l):t:"'
u~:5l
c: .w ~
Q)~~
'-~:ll
3 'w 0
ros:i
-.Ja
;:!.
~ ~
rQ n
,... co
~...:.
~~
-~
'JJ Q
~~
[; 0(
:.u:.L
....
W
f-
/J
{/
II
I A~ 2D~~
_V~ ~
SHErfTl 1
0'7
l~~
\
OF
8
J
]
I
.
12"
iNDUSTRY STANDARD CLEATED ROOF PANEL
SCALE: 3110": 1"
Table 1.1.5
Allowable Spans for Industry Standard ~eatad Pan,"s for Various Loads
Aluminum Alloy 3105 H,14 or H,~5
f-JJ.- x 12'" 1 0.01'" o::...ted Fane'.
Mnd HIM
,~~on ~~loc1
102111'p,H. '1 '02I1,/',H, )0
HOlll'p,H. 2lI 1101l.P.';, 15
120 lIl.JI.H, .. 1.2" ,20 II,'.';, 41
1)0 III.',H, 21 )'.(1' l:ll1I1'p,I1, ..
Z,'f]" 14411,/',11. sa 1:..'
144I1.p,H. J2
Z," 15411.P,,;. s.& Z-J'
154l1l.J1.H. 31
1.Ji." . , Z" . O,ll2S" ClullOd ~
0Qen Bulldlt>qa EncloMd Bulld~
'Mnd Aw/Je<Il ~ Conc1Illon HIM o..f'.aoQ Co>ndltJotI
1 . loIa:.c 152 1 , llu
~loc1 Load 1!.2 ~Ioft , 5 5_ CaIltilovw
Span Span Canll_
if.')" ,Q'." J".'" 10211.'.H, 11'.1" if~ ~.1(j' Y.,)'
102 III.'H. H
if.{/' 'Q',,'I 14' 1101l.p,H, II'~ if-J' if.')" 1',r
1101ll,p,H, 2lI
:. r,,. 'J'J;" 1." 120 11,1'11, II'.J" 7'," "'.,," 2'",'
120 III.P,H.
21 7',r 'J'.{/' J....... 1301l.P.H, ,..,,' 7'.." 7'J;" I 2',1[]'
1)0 1II'p,I1,
~.'ff' if.,. , Y-3' 144101.1',';, S'~ 6"-". 7'-r Z~
144 IOI.P,;. n
'J'~ if-J' J'." 154 II,'.H. 5'.5" d'~ if.'rJ' 2'."
15411I.1'.11 31
1.Ji.".,Z". O,03Z' e<_llOd_
0Qen BulIdln<p
HInes Aw/Je<I Qonort\~ CoOO~
~lon Load i:.~ s] s' c-i~ ;ugloft Load
17 1.'" ,'.r ,,'-,' 4'oJ" 102 1oI'p,H, JO
2lI if~ 'O'~ '0'." ,'." "0 ,""PH, lS
l4 if,?, 10'," '(1-3' '3'..f]" 120 ,",,1',11. "
a r,.. 'J'." 1.'1" I J'-a' 1)0 lI.p,H. ..
:2 r..' 1." 1,)" I 1',,' '44Io1'p,H, sa
31 r.{/' 'J'~ 3','f]" J'..' 15411'p,H. s.&
,otai root """" W1d1I1 . =m ...otll DI\lll ."", W1d1I1 ,Iw CV8rt'~
WlM
EM;Jc>o.od BuI~
~C__
I!.2 1 , loIu
S C<ltltiIovw
rJ;" 'I..' ifJ;" 1'J;"
1'.?, !if.,0" 1.(1' J'..'
1I','l' 3'..'!ifJ;" )',2"
<if.')" r.,,' 11'.,' Y.{/'
Iil'." Ni' r~ 2"'0"
5'.,11' r-r r..' Z,'l'
'02 III.P.H,
110 "'1'.11.
120 1Il.P ,,;,
1)0 "'1'.11.
144 "'p,H.
154l1l.J1.H,
~
(I) lIS x Irr 'Mrri HEAD
S.M.S, TO? OF ::ACH RISER
~10 x 1.112" WASHE1:~ HEAD S.~",S.
THROUGH BOX HEADER 12" O,C,
INTO HOST STRUCi1JRE
BOX HEADER
BEAD OF CAUU<JNG ALONG TOP OF
BOX HEADER
ROOF P/l-N
NOTES:
" '",""EN HOST STRUCT1JRE IS
MASONRY USE 114" .,.114"
ORNE PiNS OR 1/4'.2.114"
THUNDERBOlTS
2. F ASTh.... THE EXISTING
SUB-fASCiA TO RAFTE.q TAILS
FIRST WI111 #10 . 3" S,M,S.
(3) PER ROOF PAN #8.3/8"
'NI HEAD S.M,S, a.c. ,NTO
BEAM
(3) PER ROOF PAN 1t10. l'
W1TH S.M.S. THROUGH ROOF
PAN AND aox HEADER a.c,
,NTO HOST STRUCT1JRE
PAN ROOF AND BOX HEADER
SCALE; ~U.S,
".J'
..--
jjlJ:
zii:
~ UJ
:l.. a I
..--
saECT PANEL DEPTH
FROM TABLES
i
~
I
r- ~LUMINUM SKIN
/} - ::ES~:::
CONNECTIONS VARY
. ',DO NOT AFFECT ?P<NEL
SPANS)
I
~
!
43"
COMPOSITE ROOF PANEL [INDUSTRY STANDARDl
SCAlE: 311&":"
Table1.1.S
Allowab~ Spans fOf' Industry Standard Compos~ Roof Panels for Vanous Loads
Aluminum Alloy 3105 H-14 or H.251.0 EPS Core Oensrty Foam
1- x 41" 1. 0.01 ,- ?aneta
0_ Buildings Encioud ButldlnQa
WInd jAwI.... Ov<<r_ Con4iliocI Mnd I'::' Ovwn""1l Condrtion
~~ton Load >lONE 14-4- 'l-4" r-4" 4-4" ~...ion ~I! ,'-0-- 'l-4" r-4" ""-0-
,00l1l.J1,H. 17 "'.,11' ''l.{/' 'ZJ;" It..' ,....' '02 lU'.H. )0 r.,,- '1.2" 1.11)' 10'..0' .z.{/'
1101ll'p,H. 20 . I'.{/' "'-2" 11.,.. ,z.r '~-r 110 IlI.P,H. 35 3'..' 3'.,. '1.3' '(1-J' ,,'.r
'20 1Il.P,';. :. '0"'.,- 1ff.... 10'.10" 11.,.. '2".". .20 IlI.P,H. " r~ 7".". 3'.,. 1," ;,'.,.
')0 1Il.P.H. 21 '1..- 'I'" 'O'-l' 1 ,~.,. .z,)" '30 lIl.JI.H. .. r.,' r..' 3".'. '1.J" 111-a-
'40 1Il'p,H. 32 3'-a' !,.". '1J;" 'O'J;" '1',!!' ',40 IlI.P.H. I ~ ;OJ;" 3'.111' r~ 3'. 1 f]" '0"-4-
'54l1l.J1,H. 31 if.,' 11'..' I.{/' HJ".'- 1'...... 154 IlI.P ,H. ~ :r.,. 11'.')" r..' 11'.,. ,(1.1'
1.1..... 1. 11.02.4- 'i'~
0_ Bulldlnga Encioud BuIldInQa
Nlnd Awl~ o..f'...no Cooaltloft WInd I Awl""! o..m""1l Condition
~...ion Load >lONE "-4" 'l-4" r-4" ~-4" ~0Qi0n ~ ,'IOHE '.-4- 'l-4" r-4" I ,'-4"
'02 1Il'p,H. '1 lJ'.3' '3'.S' 11.'11' .....,. '5"J;" .02 lIl.JI.H. I )0 'C'4' 'C'.)' 'C'.10' ".~ !.7.H;r
\10 ".PH. :0 ''Z''''- 1'Z-b"" 12'-"- 'J'~ ,~~ 110 lIl.JI,H. I 3' 7..' '1J;" IO'.T ,,'.,' I ''l,3'
. 20 '"'.PH. 24 "'..... ,,'''!' 11','" ''l,'1" '3'.'0- .20 lIl.JI.H. I " if"!' 3'-!!' 7.')" , 0'.')" I "'-a'
'30 ".PH. a 'C'.')" '0'.,. 11'.T 't.{/' '1.T '30 M.P,H. I .. r.,," lI'.r if.,f]" 7.\'. I 'I'.)"
.40 1Il'p,H. 32 7~ 1'."- 'C'J;" "'.S' .'l," .401Il.P.H. I sa I r..' r.,. 3'.." 3'.')" '0'.10'
'54 "'p,H. 31 3'4' l-J' 3'.". 10".10- 't.,' '50 lU'.H. i ~ I 6".1<r r.,' rot,. I." ! 'Q'",-
J- I.". X 0.030- Pan.fa
Open Bulldlnga Encioud BUlld1nQa
Wind Awlleo ~C__ HInd Awl"'" ~ Condition
~1oIl Load IOONE .''''- 'l-4" r",- ,'-4" R....,.. ~ >ION! ,'-4" 'l-4" r-4" I 4'..Q--
102l1l.J1.1!. '1 '5"-a' , 5".1 f]" ,1I'.l' '1il'.'0' 'T'.,. '02 lU'.H. I )0 "'.10- ,t4' 'Z..s- 'J'..' .,'...-
1101ll.P,1!. 20 ,.'.,. ,.'.'1" 15".'- 15".'l' '8'-3" 110 lU'.H. I lS ','.{/' , ,'-;r ,,',!l' 't." \1.r
120 1Il.P,1!. .. '~4. '1J;" IJ'.,,' .4"~ '5".'" '20 1Il.P.H. 41 .0".,'" '(1.... '0'.10' , ,'-'r "2'.".
130"'1'.11. 21 It..' ~'Z~ ''Z.''. IJ'.? ',~~' 1:\0 lU'.H. .. :r..... 1J;" 'O'.T ,",'.,. 'z')"
'40 lIl.pH. 32 "'," ,,'," 'Z.,' '2".". 13".1'. .40 II.P.H. ~ 3'~ if.", 1J;" '0-0' ,,','1"
150 Iol'p,H. 11 .O'~' '0'.10' , ,'," 'r.:!' '3".... '54M.P.1!. ;.4 3".,. 3'..' if.{/' 10".,. ~ ,....
-
'OUll roa pat'lOl_ . """"'_ clI4.... """" ~lUS ~""9-
COVERED AREA
T A8 AREA
318- TO 112" ADHESIVE SEAD
FOR A '" WIDE ADHESIVE
STRIP IjNDER SHINGLE
STARTE.~ ROW
CCMPOSITE ?P<NEL 0'11
EXTRUDED OR 3REAl<
FORMED CAP SEALED IN
PUlCE WI AOHESIVE OR
SCREWS
CCMPO:::;ITE ,'~OCF PANEL ',^11TH SHINGL.= :=iNiSH DETAIL
SE.~L;NT 32.tl.CS
=~
,/
if
','(
riP!CAL ,NSULATED PANEL
SCAlE; 3/1&":,'
Allowable Spans {Of' Industry Standard Composlta Roo1 PanelS for Varj~ Lo~.
Aluminum Alloy 3105 H.14 or H-25 1,0 EPS Co.-. DenSity Foam
1"- x...- x 0.0'" i'-at'lei8
Oo-c\ Sl..&1k1in'QS
Mnd"'~ 0vw11_ Condllloft
~Ioft Load NON ,'-4" Z-4" 3""'" "-4"
102 ....P.~. ~1 13"..11 .....'1:' ~~...,. 15"--3" ~6"",.
"01ll.P.H. :0 i,t,,, '1-r 'J'.7' ...... 15'oJ"
"2(1 ~.P,rt. :.4 1"~11 ;2".'" ''Z.7'" 13".... ~4.-4.
1)0 IoI.p,H. ZJ "II',"1','.r "'-a' 't..,- '1."
~40 "'-P,H. J.2 10'-2"' I 'C'.S'" I '0'." "",'0 "r-l1
'50 101.1'.11. "1 'J'J;" I '1,'l' 'C'.." ,,',)" 'tS
Table 1.1.1
,,- 'l ..... x 0.02.- F'aneta
O_au,1dlr><wa
"'Wl~ 0-110<'9 Condllloft
I Load NONEl "-4" I 1'-4" ! 3"-4" "-4"
17 '.15'....1 '5'.3. 15'.tO ~5'.:J'"' 1r-J"
.LO I ~4'..J.' ."..... '4'.'1' '5".5" 1f3"....
.. I 'J'.;)"I 'J'.r ']'-a' ..'... '5"..'1
21 .t.;)"!'Z.2' 'Z-a' 'J'.5' "',,'1
!2 ~1'.r\ ','.....\H...,{J ~?-a'" ~~.'1'
"1 'O"""Q'.,. "'.1' 'Z.{/' 'J'-2'1
Mnd
~"'lloll
'02Io1.p.H.
110 M.P.H.
'20 IlI,p,H.
'3G ~.P,H.
'40101,1',';.
'54M,/',H.
.. x 46. 'l 4.D.30- ?an.di
HIM
4"-4"
~
.02 M.I',H.
\lllll.Jl.H.
. 2Gl1l.p.I!. I
'31".P.H.. I
.40 ".P.H..
'sa IlI,p,H.
,:r..J'"
't-a'
114
~ ,'...,..
, ,.~ t'
'J'..'
'(1,'1'1
EncJ~ Buli'dln~
HIM 'I""""'" OYom~COMitloft I
~- L..>acl I NONEl 1'-4" r-<r, 3"-4" ! "-4"!
~02 M..P..H.. I :.0 ! ~ ,'.:r '2'-3. '3".\~ ~.','.I ~C".,.
1" JLLO,H. I ~J '10'.1~. "'-6. ''Z.4." 13'.5. 13'.5.
'20 lU'.H. '1 I'C'." 'II'-a', "',;;' 't-<l' 't-<l'
~341 MjI,Ji. I .... IT.... 9"-". ,10"."" '1'.,. '2'.,' I
',All M.P,H. \ 54 'rr,;;' 'I..' IC'''' "',;;' , ".,Ij'1
~50"..P,H. SA I ~.l" !8"_10" 19"-'" 1t'..J'" ','.:rl
o_au:ld~
'Mnes Ovwn_ Condllloft .NInd
~ "-4" r-4" 3".JJ" "-4" ~ Loed ~-4"
'02lo1.p.H, '1 '!if.r , rr-a' '9'.S' .OH'.P.I!. ;.0 '5".7'"
"0M.P.J1. 20 Hr." 11'.." 18'-3" \10 ".I',H. os
, 20 M..P.M. 24 'S'.,. 18'.)" 1r.'. . 20 M.P.H. '1
"34 M.P,H. 21 ~ ..' . , . "'J;" '5".2' Hf4 '3D 1Il.P.I!. ..
'40 IlI,)>,H. lZ ":r.," ']'J;" ~ 4'.]" '5'.T .40 lIl.JI.H. sa 'Z.-r
154 k4.P'.I'4. ~1 'l.r .t-a' ~ ]".5"' 14',,'j '50 1oI.P.H. ;4 12'.'.
,- r'otali rod pandIl WlCttl 3 room .....ath Oft4 '<<at 'M(1~ oI\.;s O\<<t'aI'9.
ATTACH SHINGLES TO CCMPOSITI: ROOF ?ANELS "VITH iNDUSrn!AL ADHESlYE',
AWL Y ADHESiVE iN A CONTINUOUS BEAD 3/8" ~O 112" D\A.'AE:ci'l. SO T'eiAT '-"'ERE IS A l' 'NIOE
STRIP OF ADHESIVE \'!HEN THE Sl1INGLE IS PUT iN ?\.ACE.
FOR AREAS UP TO 120 M.P C;, 'NINO ZONE;
1) STARTER ROWS OF SH,NGLES SHALJ. nAVE ONE STRIP OF ADHESiVE UNDER'-"'E SHiNGlE
AT MID COVERED AREA AND ONE UNDER 111E SHINGLE AT "ID TAll AREA. SI ARTE,q SHiNGlE
ROW INST ALJ.ED Wlrri THE TASS FACING ,N THE UPWARD OIRECTlON OF T'rlE ROOF SlOPE.
2) SUBSEQUENT ROWS OF SHINGlES INSTALJ.ED wm-i 111E TASS FACING IN THE DOWNWARD
DIRECTION OF 111E 'lOOF SLOPE 'N.TH ONE STRIP OF ADHESiVE uNDE.~ THE SHINGlE AT .'.110
COVERED AREA.
FOR AREAS ABOVE 120 ~".? H. NINO ZONE.
,) STARTER ROWS OF SHINGLES SHALL HAVE TWO STRIPS OF ADHESIVE UNDe.q 111E SHiNGlE
AT "'10 COVERED /l-REAAND TWO STRIPS AT MID TAB AREA. SHiNGle ROW INSTALJ.ED ',vITH
THE TABS FACING IN THE UPWARD DIRECTION OF THE ,'lOOF SLOPE.
21 SUBSEOUE."T ROWS OF SHINGLES INSTALJ.ED PER PREVIOUS SPECIF'CATiON 'N1TH TWO
srnlps OF ADHESIVE AT MID COVE.'lED AREA.
<AINIMUM ROC;: 3LO?;:: :", '2"
, ADHESIVE; CHEM REX.?l ?RE.l,lIUM 94a URCTrlAIIIE AOl-'ESIVE CR OSI. 'tF'4Q
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